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CC - Construction DrawingsMONITORING W111 -\FINISHED GRADE INSTALL LID TO GRADE I -III-{ I I -III -III I k -I 1 I-4 I f-� i I -I I f CO - - - MAXIMUM ELEVATION �C) N z rn s1 0 `- J U OF ROCK = 2692.0 18" PERF. (TOP HALF) ADS N-12 PIPE, SEE DETAIL, THIS SHEET FILTER FABRIC - THREE(3)SIDES PER ACHD REQUIREMENTSECTION 8200 PG. 32) ELEVATION TOP OF SAND = 2683.0 FINE AGGREGATE WILL MEET THE L? GRADATION REQUIREMENTS OF ISPWC _::..._ SECTION 801 FOR "FILTER SAND» - :f SEE TABLE 1 OF THE ISPWC. I MINIMUM ELEVATION OF SAND = 2681.5 MONITORING WELLS TO BE 1' PAST SAND. 4' 7' 4' 15' HGW BELOW = 2677.0± ASSUMED PERCOLATION SECTION VIEW RATE = 1 "/HR MONITORING WELL, SEE PLAN VIEW. INSTALL PER 2017 ACHD SUPPLEMENTAL SD -627 50' MIN. FROM OUTSIDE 1' (CAP END) TYP. ALL PIPES MONITORING WELL, SEE PLAN VIEW. INSTALL PER 2017 ACHD SUPPLEMENTAL SD -627 SEEPAGE BED #3P N.T.S. ASSUMED PERCOLATION RATE = 1 "/HR SEEPAGE BED PIPE NOTE: ALL PIPE ELEVATIONS SHOWN ARE AT ENTRANCE OF SEEPAGE BEDS, SEE PLAN VIEW FOR SLOPES AND OTHER PIPE ELEVATIONS. 04'-1 Outsid, MANHOLE 48" Manhole Base with 6" floor PLAN VIEW 21" Max i 6" 36" (Max) I -------_-} I 1--48" Dia ID 5411 I (Max) i 12 o.c. Typ. �_ ��T <24' � I STACKO MANHOLES SHALL G HAVE STEPS I i WILL VARY +� I I I Min. Catch 5' 16" Max 1 L -- - - - - - MANUFACTURED PER 6» ASTM C478 CONCRETE T�- SIDE VIEW PSI = 4,000 PSI IDAHO PRECAST INC. 1389 Madison Ave Nampa, Idaho 83687 Phone: (208) 461-6300 Fax: (208) 442-0842 www.idahoprecost.com 4, A5 6 45. 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" O.C. NOTE: 18'4 PVC PERFORATED DRAIN PIPE. 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). SEEPAGE BED NOTES: 1. PLACE MONITORING WELLS IN SIDEWALK OR BACK OF WALK WHEN POSSIBLE, VERIFY WITH ACHD OR ENGINEER IF NEEDED. BEGIN PIPE 2. CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF (PERFORATED) 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. GEOTECHNICAL EVALUATION AND GROUNDWATER INFORMATION PROVIDED BY ALLWEST TESTING & ENGINEERING, DATED AUGUST 27, 2018 AND ADDENDUM DATED MARCH 8, 2019. GROUND WATER MONITORING DECEMBER 19, 2017 THROUGH OCTOBER 30, 2018. -O .Fr+ ca U 60' ROWLL ' 8_ a I a-- _ a� 1 30' 30' 1 ��oo> QN >� 0.5' 5'SW 8' 16.5' 16.5' 8' 5'SW 0.5' U E n o o a o i Q =3 a0Qa o __�� 1' LANDING t 1' SANDING 2' 14.5 14.5' 2' 1' LANDING 1' LANDING ap c 1 0.5 1 � c 0.5 1 05 o 1 - o '� 3 m = 1 1.57. C A G A C 1 N U ��a�_�. z B -2.0% -2.0% B r C' Cu, U (n U: 06 CL Lu CO D \`i�`i\`i�`i;`i��\`%` \`��\`i\`i�`��`\i /;\y;\�i;`\i\`i�\`��`��`\`ice`; /;`%\`%`�i;�`��`i� �`i�`%\`��`;\ �`i\`i\`moi;\`i;\`` `moi\``i;\``i\`i\`�i,\y/\`;\`% / D r _ b F 3I o f. C> D E F F E D U- C) o� o c� AO 2.5 ASPHALTIC PAVEMENT © 5 CONCRETE SIDEWALK - SEE ACHD 0 13 PIT RUN GRAVEL 0Ckf 0 0 N = o� SUPPLEMENT TO ISPWC SD -709 I LL- o » _ SEE » » OF COMPACTED STABLE SUBGRADE _ o O ACHD SUPPLEMENT ROLLED CURB N 0 SPW RSD 702 O CRUSHEDGRAVELGRAVELS O U y = 4 G CENTERLINE STREET DESIGN W o 41 " O� ooa�� O r m O c STREET SECTION - 69 RIGHT-OF-WAY 0 C 149 3' ROLLED CURB - DETACHED SIDEWALK NOTE: ICL0 6 y U C N � BASE AND SUB -BASE SHALL EXTEND (TYPICAL STREET SECTION) 6" MINIMUM BEHIND CURB. " PER ACHD SUPPLEMENT TO I.S.P.W.C. SD --702 AND SD -709 -- 3 c CC>N NOTE: LOCAL RESIDENTIAL STREETS SHALL BE A SP -3 0.5 INCH (") MIX, PG 58-28.� N.T.S 0 0�0' z 60' ROW 30' 30' ~ u��°�2 W o ��o27 �N o 2 0.50�j 5' SIDEWALK 8' 16.5' 16.5' 8' 5' SIDEWALK I 0.5' L o fn C N = f f / f 1 1 f f I U y -O o N O 1 1 2 14.5 14.5 2 1 1 ""�'�N� � LANDING LANDING LANDING LANDING Al 1.5% C B I G B C r �c�,s LSTE��G'r,� 2.0% i 2.0% � . /. Inn d C�e EXISTING BERM, RETAIN & PROTECT EXIST. LANDSCAPING EXCEPT WHERE NOTED ON PLAN' (D 2.5' ASPHALTIC PAVEMENT 5" CONCRETE SIDEWALK - SEE ACHD 13" PIT RUN GRAVEL SUPPLEMENT TO ISPWC SD -709 O COMPACTED STABLE SUBGRADE " VERTICAL CURB AND ACHD SUPPLEMENT TO ISPWC ESD -701E O CRUSHED GRAVELS CENTERLINE STREET DESIGN G STREET SECTION - &Y RIGHT-OF-WAY 6' VERTICAL CURB - DETACHED SIDEWALK (TYPICAL STREET SECTION) PER ACHD SUPPLEMENT TO I.S.P.W.C. SD -701 AND SD -709 NOTE: COLLECTOR STREETS SHALL BE A SP -3 0.5 INCH G") MIX, PG 64-28. N.T.S 10'± 12.5'± RETAIN & PROTECT EXIST. LANDSCAPING EXCEPT WHERE NOTED ON PLANS 0.5' 25' ROW 18' 2' 1 _ 4'± 12'± 12'± 2' Lu w M 1.5% A47. N--=-=_____ -_-__---__ EXISTING SWALE TO BE FILLED. `t COORDINATE WORK WITH ACHD & U- i z THE DEVELOPERS REPRESENTATIVE F D E (JAMISON NAKAYA) w U AO 3" ASPHALTIC PAVEMENT OD 6' OF 3/4" MINUS CRUSHED GRAVEL © 6' VERTICAL CURB AND GUTTER Q 18' PIT RUN GRAVEL rJC EXISTING ASPHALT PATHWAY QF COMPACTED STABLE SUBGRADE E. TACONIC DRIVE (WIDENING) 6' VERTICAL CURB NOTE: COLLECTOR STREETS SHALL BEA SP--< n S wrw fl"I ►hiY on ad_w N.T.S 5' SIDEWALK 1' 5" CONCRETE - LANDING 15% MAX. SLOPE oww 4" OF 3/4" MINUS CRUSHED GRAVEL 6 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. 1' LANDING r TRANSITION SECTION - VERTICAL CURB AND GUTTER TO ROLLED CURB AND GUTTER O U O � U O M LL O Q W J > z O O w 0 0- W m Q LL1 0 o Q Li z 0 V4111a�l III �w t OF G Y. S��O$ J -J 0 >Z�o 2690.25 02689 �18* w W 0.0 00, OF ROCK = 2692.0 18" PERF. (TOP HALF) ADS N-12 PIPE, SEE DETAIL, THIS SHEET FILTER FABRIC - THREE(3)SIDES PER ACHD REQUIREMENTSECTION 8200 PG. 32) ELEVATION TOP OF SAND = 2683.0 FINE AGGREGATE WILL MEET THE L? GRADATION REQUIREMENTS OF ISPWC _::..._ SECTION 801 FOR "FILTER SAND» - :f SEE TABLE 1 OF THE ISPWC. I MINIMUM ELEVATION OF SAND = 2681.5 MONITORING WELLS TO BE 1' PAST SAND. 4' 7' 4' 15' HGW BELOW = 2677.0± ASSUMED PERCOLATION SECTION VIEW RATE = 1 "/HR MONITORING WELL, SEE PLAN VIEW. INSTALL PER 2017 ACHD SUPPLEMENTAL SD -627 50' MIN. FROM OUTSIDE 1' (CAP END) TYP. ALL PIPES MONITORING WELL, SEE PLAN VIEW. INSTALL PER 2017 ACHD SUPPLEMENTAL SD -627 SEEPAGE BED #3P N.T.S. ASSUMED PERCOLATION RATE = 1 "/HR SEEPAGE BED PIPE NOTE: ALL PIPE ELEVATIONS SHOWN ARE AT ENTRANCE OF SEEPAGE BEDS, SEE PLAN VIEW FOR SLOPES AND OTHER PIPE ELEVATIONS. 04'-1 Outsid, MANHOLE 48" Manhole Base with 6" floor PLAN VIEW 21" Max i 6" 36" (Max) I -------_-} I 1--48" Dia ID 5411 I (Max) i 12 o.c. Typ. �_ ��T <24' � I STACKO MANHOLES SHALL G HAVE STEPS I i WILL VARY +� I I I Min. Catch 5' 16" Max 1 L -- - - - - - MANUFACTURED PER 6» ASTM C478 CONCRETE T�- SIDE VIEW PSI = 4,000 PSI IDAHO PRECAST INC. 1389 Madison Ave Nampa, Idaho 83687 Phone: (208) 461-6300 Fax: (208) 442-0842 www.idahoprecost.com 4, A5 6 45. 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" O.C. NOTE: 18'4 PVC PERFORATED DRAIN PIPE. 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). SEEPAGE BED NOTES: 1. PLACE MONITORING WELLS IN SIDEWALK OR BACK OF WALK WHEN POSSIBLE, VERIFY WITH ACHD OR ENGINEER IF NEEDED. BEGIN PIPE 2. CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF (PERFORATED) 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. GEOTECHNICAL EVALUATION AND GROUNDWATER INFORMATION PROVIDED BY ALLWEST TESTING & ENGINEERING, DATED AUGUST 27, 2018 AND ADDENDUM DATED MARCH 8, 2019. GROUND WATER MONITORING DECEMBER 19, 2017 THROUGH OCTOBER 30, 2018. -O .Fr+ ca U 60' ROWLL ' 8_ a I a-- _ a� 1 30' 30' 1 ��oo> QN >� 0.5' 5'SW 8' 16.5' 16.5' 8' 5'SW 0.5' U E n o o a o i Q =3 a0Qa o __�� 1' LANDING t 1' SANDING 2' 14.5 14.5' 2' 1' LANDING 1' LANDING ap c 1 0.5 1 � c 0.5 1 05 o 1 - o '� 3 m = 1 1.57. C A G A C 1 N U ��a�_�. z B -2.0% -2.0% B r C' Cu, U (n U: 06 CL Lu CO D \`i�`i\`i�`i;`i��\`%` \`��\`i\`i�`��`\i /;\y;\�i;`\i\`i�\`��`��`\`ice`; /;`%\`%`�i;�`��`i� �`i�`%\`��`;\ �`i\`i\`moi;\`i;\`` `moi\``i;\``i\`i\`�i,\y/\`;\`% / D r _ b F 3I o f. C> D E F F E D U- C) o� o c� AO 2.5 ASPHALTIC PAVEMENT © 5 CONCRETE SIDEWALK - SEE ACHD 0 13 PIT RUN GRAVEL 0Ckf 0 0 N = o� SUPPLEMENT TO ISPWC SD -709 I LL- o » _ SEE » » OF COMPACTED STABLE SUBGRADE _ o O ACHD SUPPLEMENT ROLLED CURB N 0 SPW RSD 702 O CRUSHEDGRAVELGRAVELS O U y = 4 G CENTERLINE STREET DESIGN W o 41 " O� ooa�� O r m O c STREET SECTION - 69 RIGHT-OF-WAY 0 C 149 3' ROLLED CURB - DETACHED SIDEWALK NOTE: ICL0 6 y U C N � BASE AND SUB -BASE SHALL EXTEND (TYPICAL STREET SECTION) 6" MINIMUM BEHIND CURB. " PER ACHD SUPPLEMENT TO I.S.P.W.C. SD --702 AND SD -709 -- 3 c CC>N NOTE: LOCAL RESIDENTIAL STREETS SHALL BE A SP -3 0.5 INCH (") MIX, PG 58-28.� N.T.S 0 0�0' z 60' ROW 30' 30' ~ u��°�2 W o ��o27 �N o 2 0.50�j 5' SIDEWALK 8' 16.5' 16.5' 8' 5' SIDEWALK I 0.5' L o fn C N = f f / f 1 1 f f I U y -O o N O 1 1 2 14.5 14.5 2 1 1 ""�'�N� � LANDING LANDING LANDING LANDING Al 1.5% C B I G B C r �c�,s LSTE��G'r,� 2.0% i 2.0% � . /. Inn d C�e EXISTING BERM, RETAIN & PROTECT EXIST. LANDSCAPING EXCEPT WHERE NOTED ON PLAN' (D 2.5' ASPHALTIC PAVEMENT 5" CONCRETE SIDEWALK - SEE ACHD 13" PIT RUN GRAVEL SUPPLEMENT TO ISPWC SD -709 O COMPACTED STABLE SUBGRADE " VERTICAL CURB AND ACHD SUPPLEMENT TO ISPWC ESD -701E O CRUSHED GRAVELS CENTERLINE STREET DESIGN G STREET SECTION - &Y RIGHT-OF-WAY 6' VERTICAL CURB - DETACHED SIDEWALK (TYPICAL STREET SECTION) PER ACHD SUPPLEMENT TO I.S.P.W.C. SD -701 AND SD -709 NOTE: COLLECTOR STREETS SHALL BE A SP -3 0.5 INCH G") MIX, PG 64-28. N.T.S 10'± 12.5'± RETAIN & PROTECT EXIST. LANDSCAPING EXCEPT WHERE NOTED ON PLANS 0.5' 25' ROW 18' 2' 1 _ 4'± 12'± 12'± 2' Lu w M 1.5% A47. N--=-=_____ -_-__---__ EXISTING SWALE TO BE FILLED. `t COORDINATE WORK WITH ACHD & U- i z THE DEVELOPERS REPRESENTATIVE F D E (JAMISON NAKAYA) w U AO 3" ASPHALTIC PAVEMENT OD 6' OF 3/4" MINUS CRUSHED GRAVEL © 6' VERTICAL CURB AND GUTTER Q 18' PIT RUN GRAVEL rJC EXISTING ASPHALT PATHWAY QF COMPACTED STABLE SUBGRADE E. TACONIC DRIVE (WIDENING) 6' VERTICAL CURB NOTE: COLLECTOR STREETS SHALL BEA SP--< n S wrw fl"I ►hiY on ad_w N.T.S 5' SIDEWALK 1' 5" CONCRETE - LANDING 15% MAX. SLOPE oww 4" OF 3/4" MINUS CRUSHED GRAVEL 6 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. 1' LANDING r TRANSITION SECTION - VERTICAL CURB AND GUTTER TO ROLLED CURB AND GUTTER O U O � U O M LL O Q W J > z O O w 0 0- W m Q LL1 0 o Q Li z 0 V4111a�l III �w t OF G Y. S��O$ o g o 0 yLd 00 �N� O t= 00 o w -- LLI X _ Ngo Z o -o �\ v Qz01c) c OCOD Q O 0 FEW 0 Z M N W 0 o f J -J 0 >Z�o omo=o w W Z J w O _ N w z LIJ mW mezzo Lu 0- o �o Q� W_j o �! Q z �ow=o �Nzo� z CD ZZzw W�0 Aw CJ pzmm� V) W z o a o g o 0 yLd 00 �N� O t= 00 o w -- LLI X _ Ngo Z o -o �\ v Qz01c) c OCOD Q O 0 FEW 0 Z M N W 0 o f J -J w W Z 0C) LIJ mW Lu 0- o w � z - Q� W_j CJD O �! Q z 0 W�0 Aw o0 V) ~J C-6= F- C!) W Cir 00 SCALE NO SCALE DWG. DATE 03/11/19 PROD. NO. 190104 rls SHEET 17 OF 17 DT -1 /SHEETS/ 190104 -DTI .DWG NOTES: LEGEND 1. THE CONTRACTORS SHALL REMOVE ALL OBSTRUCTIONS ABOVE AND BELOW GROUND REQUIRED FOR THE - - - - - - - GRADING LIMITS CONSTRUCTION OF THE PROPOSED IMPROVEMENTS. THIS WORK INCLUDES CLEARING AND GRUBBING, WHICH - - - - - - - GRADE BREAK LINE/TOE OF SLOPE INCLUDES CLEARING THE GROUND SURFACE OF ALL TREES, STUMPS, BRUSH, UNDERGROWTH, HEDGES, _ DRAINAGE HEAVY GROWTH OF GRASS AND/OR WEEDS, FENCES, STRUCTURES, DEBRIS, RUBBISH, AND OTHER MATERIAL - - - SWALE NOT SUITABLE FOR THE FOUNDATION OF PAVEMENTS AND OTHER STRUCTURES ALL MATERIAL NOT SUITABLE -•-x-2685 PROPOSED 5' CONTOUR (COMPUTER GENERATED) FOR FUTURE USE ON-SITE SHALL BE DISPOSED OF OFF-SITE AT AN APPROVED LOCATION. 2682 PROPOSED 1' CONTOUR (COMPUTER GENERATED) 2. CONTRACTOR SHALL STRIP AND STOCKPILE TOPSOIL FROM ALL TRENCHING OPERATIONS FOR REUSE. DO NOT -- -2685- -- EXISTING 5' CONTOUR MIX TOPSOIL WITH SUBGRADE SOILS. TOPSOIL SHALL BE REUSED AND COMPACTED TO ORIGINAL CONDITIONS. 3. IN AREAS THAT REQUIRE FILL OVER 1 FOOT THAT ARE OUTSIDE OF RIGHT-OF-WAY, CONTRACTOR SHALL -----2682----- EXISTING 1' CONTOUR STRIP EXISTING GROUND AND BACKFILL WITH STRUCTURAL FILL TO 95% MODIFIED PROCTOR IN 1' MAXIMUM PROPOSED CURB, GUTTER AND SIDEWALK LIFTS. COMPACTION TESTING AND INSPECTION SHALL BE PERFORMED BY A TESTING LABORATORY QUALIFIED RETAINING WALL TO PERFORM SUCH INSPECTIONS. COMPACTION TEST RESLULTS MUST BE SUBMITTED TO THE PROJECT 2686.9 FG FINISHED GRADE ELEVATION ENGINEER, CITY OF MERIDIAN PUBLIC WORKS AND BUILDING DEPARTMENTS PRIOR TO ISSUANCE OF BUILDING PERMITS, AS TESTS ARE PERFORMED. o 83.5± EXISTING GROUND ELEVATION BW BOTTOM OF WALL TW TOP OF WALL 40 20 0 40 80 120 GB GRADE BREAK - ► GRADE DIRECTION SCALE IN FEET 0.5' DEEP DRAINAGE SWALE' 10 -6 AW120J GRADE BREAK'' e ,'� `\ / EZEV-26B6.52' \ 2690.82 BW/END WALL \\ 2693.32 BW --"<,'/ /' GRADE BREAK / 2690.32 GB 2695.82 TW/2.5' WALL 2693.32 BW ' ° 2692.66 Fj 0.5' DEEP DRAINAGE SWALE 2695.82 TW/END WALL- \ / r- \2692.66 FG 2692;60 GB ' /' - ---- 2693.10 FG , �r' 12690.33 GB 2690.84 BW/END WALL / Z 2693.32 BW '2693.10 FG , O.DEEP DRAINAGE SWALE / /'- a 2692.60 GB ' Q- / 2695.82 TW/END WALL 2695.75 TW/2' 2693.75 BW °\`\ 0.5' DEEP DRAINAGE SWALE d SCALE 1' = 20'-0' HORIZONTAL ra.w ern nn.nr � ' SHED GRADE LOT GRADING DETAIL JI 0 It �►-VARIIEESS I TOP �' S3 STYLE OF WNL PER DEVELOPER � � � ,�, FlNISIiED GRADE BOTTOM OF WALL EL.EVATO (BW) RETAINING WALL DETAIL N.T.S N.T.S -2685 _ --- 2681------- -------------------------------------------------- -------------------------------------------------- \/r------1 1\ / r / / / / t I I I 1 I I 1 I 1 BW 2688.6 FG_ - 81 \ , 2693.14 1W/3;WALL \ ` 3 r 269 0.5 DEEP DRAWAGE SWALE / ,: -6'8,9 •,268 GS • 1 \ 2695.12 FG ��,� / -. �r / ''2888 2690.1 fG �° 2688.4 FG z SKY MESA COMMONS NO. 3 9 /p; / / ( \ \ \\ \ � \ ?• � / \ -` fp 0 2688 0 � 24 \ �' w r / \� � � 2688.4 FG � ��0 2690.2 FG 2688.2 GB ��o �'?sg� • I" �"'/' 2694.2 FG �� --- -- --- - �. moo° •� d, // `\ ` �289g_ \� \ �\ \\\ \`� O s `\ 'tip U 23 .� ' 0.5' 01F DRAINAGE SWALt: 'gyp �� G1 689.1 FG �, _ ` \ 2688.4 FG i-' 'V i /\ \\ t�G ' _ `\\ \ 2694.4 FG \\ I \ '' 'r I 2688.7 FG `9/ - � ` 2688.6 GB 14 � , , : Z o 694.5 FG ` \ I `�69 r / 19 I 2690.6 FG ` :' �V• I °�c JO \ 4-- 2689 '+ � 0 -__ ` �` `a ` 5` G2 / .,/ ° �° \ A 2688.7 GB°' /n\ \\\ 26944 FG R \\ �\ N .4% �\ �s .;r /. roto,. `\ I� ------ .`V� �< 2690.7 l\ 1 I 1 I 1 .69 .1 GB `\ \ \ \ `\ `� �\ I �\ ' "9d G2 `L �1 - _ _ ` \ e- 0 uj 0.5' DFP DRAINAGE WALE i 4 // I c� ��'Sc 689.5 FG '9 \ 6 _ C3� . s _ 0 \ , . ,\ \ \ \� ,.:. , • •'� \ �� SKY MESA COMMONS NO. 4 � N BLOCK 5 ��_ _ _ - - - _-- - BLOCK 62690 0 �" 2689.2 z 0 NOTE SEE 9G PLAN DErAIL ON THIS SHEET 2694.66 FG `\`� 00 DEEP DRAINAGE SWALE i' a, _ 689.9 FG 3 2690.94 GB mLAj Q 2695.87 BW ��` ` '\` r' SEE SHEET GRD -2 - - \ q \ \ / \ ?� - -2sso- - `\\\`� \\ \ \ \ \ \ ti� \ \ \ \ ` \ ' \ 690.0 fG 0 0 �l N N N >...-� -a w _ aaaPo'rn z LL. ++ nn� Z U n"� "yaE � Z Z Z Z V ¢ = O p _ G. Z o W O Z O t2 •�N CL > oNN�o� Q ^^++ Co - p W O E' ul O N_ 0,, ~ Lj:� tea} o <U V N N W cc oma 0 (�� W L ` a Q+ O V 4 U d 7i = ... co'a d N� L AI CO)N I a s N C L C• aujy� o 0 i N N LIQ a r`n <n O 3 Q E m mT0� V O -. "C+ 0.W m O 4 U O> •�.'' V N v c> o E 2 M% Iii z OC d L C� V N y V O^ ✓ CLO O C � E y uj N»„y L 2 _O O r O C¢ 0 W/A v�J y N J C 0 U U O ,V O C O y (L0 'oo '_d p y J.- N ED d .�.• J E S T` �.-2 g z0 ir� 3 •aJi H 3.� 'd O � N d 'E � LLy C T p C O C y N V O CN I_ N •U \ j C � � ar 0 V r FL- i �l r Q O Z y Ld 00 N� N �ODN W ` WW x F- o 000 C) +. V QZ00 COED Z N O] N NO t °- r r W a w _ z r - Z O� W -z � Z Z Z Z V ¢ = O p _ G. Z o W O O O Z O t2 viz W� p A U Z p O Z Z$ d W ul O N W m a Z m 3 Lj:� tea} o E W o z a r Q O Z y Ld 00 N� N �ODN W ` WW x F- o 000 C) +. V QZ00 COED Z N O] N NO t °- SCALE 1'=40' DWG.DATE 03/11/19 PROJ. NO. 190104 SHEET 2 OF 17 GRD -1 /SHEETS/1 90104-GRD.DWG z O� � OM o _ G. Z o zu viz A Z � O N _z Q W A SCALE 1'=40' DWG.DATE 03/11/19 PROJ. NO. 190104 SHEET 2 OF 17 GRD -1 /SHEETS/1 90104-GRD.DWG NOTES: LEGEND 1. THE CONTRACTORS SHALL REMOVE ALL OBSTRUCTIONS ABOVE AND BELOW GROUND REQUIRED FOR THE - - - - - -- - GRADING LIMITS RETAIN AND PROTECT CONSTRUCTION OF THE PROPOSED IMPROVEMENTS. THIS WORK INCLUDES CLEARING AND GRUBBING, WHICH- - - - - - - GRADE BREAK LINE/TOE OF SLOPE FINISHED (MADE R EX. 4 ADS PI'E Z 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 - - - - DRAINAGE SWALE (� ------ EXISTING GROUND � NOT SUITABLE FOR THE FOUNDATION OF PAVEMENTS AND OTHER STRUCTURES. ALL MATERIAL NOT SUITABLE 268.5------ PROPOSED 5' CONTOUR (COMPUTER GENERATED) ��i\�r\�ir\�ir\�ir\�r rr\r r\\�� 90' ELBOW �� ED GRADE FOR FUTURE USE ON-SITE SHALL. BE DISPOSED OF OFF-SITE AT AN APPROVED LOCATION. 2682 PROPOSED 1' CONTOUR (COMPUTER GENERATED) �i\��!i�i�i��r,\ri\ �, FINISHED GRADE � VARIES STYLE OF WALL PER DEVELOPER ��_` _ RETAINING WALL 2. CONTRACTOR SHALL STRIP AND STOCKPILE TOPSOIL FROM ALL TRENCHING OPERATIONS FOR REUSE. DO NOT 7� ✓i\� ��i� \'\i I TOP MIX TOPSOIL WITH SUBGRADE SOILS. TOPSOIL SSHALLSHALLBE REUSED AND COMPACTED TO ORIGINAL CONDITIONS. _ _ -2685- - - EXISTING 5 CONTOUR FINISHED GRADE OF WALL ELEVATION .\ \ 45 ELBOW 3. IN AREAS THAT REQUIRE FILL. OVER 1 FOOT THAT ARE OUTSIDE OF RIGHT-OF-WAY CONTRACTOR SHALL -----2682----- 1 �r�n �----'-`-- EXISTING CONTOUR en 1 r�\y\�\ M 11.25 ELBOW DAYLIGHT PIPE STRIP EXISTING GROUND AND BACKFILL WITH STRUCTURAL FILL TO 95% MODIFIED PROCTOR IN V MAXIMUM7. PROPOSED CURB, GUTTER AND SIDEWALK t ��`,, ,�, ,��\ t FINISHED @ NEW 4, ADS -SSE PAWS /--FINISHED GRADE LIFTS. COMPACTION TESTING AND INSPECTION SHAM BE PERFORMED BY A TESTING LABORATORY QUALIFIED r�ii�yi;` I I TO PERFORM SUCH INSPECTIONS. COMPACTION TEST RESLULTS MUST BE SUBMITTED TO THE PROJECT RETAINING WALL �, �\\ F 6.9 G FINISHED GRADE ELEVATION '`'` ' '' '` ENGINEER, CITY OF MERIDIAN PUBLIC WORKS AND BUILDING DEPARTMENTS PRIOR TO ISSUANCE OF BUILDING • 268BOTTOM OF WALL ELEVATION (BW) ° DRAINAGE SWALE PERMITS, AS TEST'S ARE PERFORMED. o 83.5± EXISTING GROUND ELEVATION ( SECTION VIEW SEE PLANS FOR LOCATION 40 20 o 40 sa 120 Bw BOTTOM OF WALL TW TOP OF WALL LOT GRADING DETAIL RETAINING WALL DETAIL DRAINAGE SWALE DETAIL GB GRADE BREAK G NTS G2 N.T.S Kf N.T.S SCALE IN FEET --► GRADE DIRECTION CY 18 \ r CC \ \N4e\O«5 DEEP DRAINAGE SWALE 690.9 FG 2695.0 FL/FG DAYLIGHT SWALE \ ` - r `\ 2694.18 TW/3' WALL 3 2691.18 BW - -2690- . •: ,. 2696.2 FG SEE SHEET G RD -1 2694.2 FL•o \ \ 2695.1 FG i' `o�c�• `\ �y \ \ , 695.1 -FG r •�, \ \ F \ \ °\ \\ ` s• ` ` ?�9s \ " \ �\ 2694.7 GB sr \ \ /wry .�•• \ \ \` 2695.1 % G1 \ \\\ \\ a \ 2695.2 F6.:. 2694.7 GB 2B \� \ \ G3 \\ \\\ --BLOCK 6 -269 �� G2 17 � '2689.9 FG 2 \ \ \ \ r_ INSTALL 109 LF 0.5' DEEP `� ` \ " " ' '• + "\ \ 2696.24 BW \ \ V• \ rn U- \,-,-,-2696.24 - \ \ 2696.24 TW/END WALL \ \ \ V -DITCH TO DAYLIGHT 2694.55 TW/3' WALL 2591.55 BW G2 \ ` \ \ \ ` ?sy \�" ` \ o t�C� 2696.5 FIG \ \\ \ 21 \\\ \ •" - \ S - - \\` \\` �� _ ---_ _._- _ - - -2691------- \` f � -" / � d. �6��• •�• 2695.2 FG \ \ �' - ` �1`O � � � , 2689.5 FG •: 2696,2 Fl. \\ \\ \ \\ \ \\ \ . • \\ \`•' \ \ \` • ` \ \ 2696.69 Bto W o,`a \ \ \ �.. 2c 69 \ 2688.93 GB \2701.69 TW/5' WALL\ \ \ \ \ 9 ` /k o 2691.0 / �`� \ \ \ \ ` \ 1195.6 FG �` ` DAYLIGHT PIPE A�OTTOM OF wAl% \ \�`� \\ \\ \\ \\ \\ \\ \\\ �`\ \\\\ `�' '' BLOCK 6 /� \ 26z- 4" ADS INV = 2696.7\x` SEE DETAIL ON THIS Ski\ ;�\ �, \ \\\ \\ \\ \\ \\\ \ `et~ �\ ` 16 2694.90 TW/3' WALL ' FG• 2690.3 FG - INSTALL 47 LF OF 4' PVC PIPE �� \ o- : \ `\ � � ` � � ` \ \ \ � 9�, ` \ / - �' � . t _ - - :•; \ 2691.90 BW 2696.9 FG X69'`' CONNECT NEW 4" PVC INTO > -REMOVE AND DISPOSE OF \ \ <p 2690.6 FG \ 1 , 00 �O `• -``EX. RIPRAP AND DITC \ \ 9> \ \ IX. PIPE. INSTALL 99 ELBOW .\\` \� �C�c. •� - - _ _ _ ■ \ \\ \ \ \ \ \ \ \ \ \ \ \ - `\ \ TOP 6°' lob- EX. p� . IX. a ADS INV - 2621.1 EX. 4 ADS PIPE ��\\`\\��\ \ \\ \ \ \ �\ 9 - _ \\\\ �\ \\\ \\p\ \\\ \ \\ \ \ \ \ \\ _ \` 2690.9 FG \\ ; `U SEE DRAINAGE SWALE DETAIL. �\ � \\ \\ \\� \\\`� � \\\ \� \\ \ \ 20 \ � " � \E � 695.9 \`\ \\ • `\ 2695.7 FG 9J- \ 2692 \ 7 •2691.3 EG Vie` \ ` ` 2703.57 TW/6' WALL 2697.57 BW. \ \ �� \\ \ \ ��0 1 G2 \ 1 \\\.`�"\``��\ ` \\\ \ \\ �`\ \\ \` `\ �'-------------------- 2693.10 BW `\ \\ TA• \ \ \\ \ \ \ \\`\\ \ \ \` \ \ \ 696.2 FG - - 2697.1_ FG + 2693.10 TW \ \ \26 90. 6.rrm \\ \\ \ \\ \ \\ \ 6 .15 2696.3 FG 10 2 BLOCK 3 \ 1 G 19 2697.2 FG 2693.6 GB \ \\ 2696.2 FG 4 \\27\2.0'8' TW 4' WA tI \ 2698.1 BW Fv\ `�\ \ \ \ ---- ---- - _ 2697 t\ ,ti0' 1 \ \ } ` � ' ` BLOCK 3 - � $ .2692• EG � \ 2696.5 FG 2694.0-GB00 6 I 0 y�G1V \ ` ` 11 2696.9 FG 1 4 ti \ \ \\\\\\\ \ \ \ \\ \\ \ G2 �� \ • G1 \ 2693.3 FG `�\ \�\ \ \ \ `,O \ �` • - _ 2697 \ \ 1 \ \ fro \`� �� ---------- \ \``2701.82 TW/4 WALL - _ + \\ \ \\ 2697.82 BW 2697.5 FG • 1 8 6,9- 1 t \ `29 J. \ 2698.15 'BW \ \ 9 82692.8 FG 2702.15 TW/4` WALL\ \ \ 41, 00 0� + �\ X69 `2697.5 FG \\ \ tl t\\ G2 2695.0 GB - t\ \ \\ \\ \ \1 \ 2699.48 BW,LLJ (I 113.301 E61 r r \ \ • \ � � \ `\ a \ `\ � � � \ 6°'�• rO OHO 1 j2709.37 FG I I t a+ `\ `\ �\ p G `\ \\ 4 0 2B,q 2705.1811W/5. ' WALL I i \ \\'' \\�`\ 1 22697.0 FG I \\ 2694.4 FG • 13 691? rOOa f \� "q• 1 I I \\ 1'I I 1 II I I f r I � � \\`\ °S � \\� \\\ \ ` \ \ ��1•\\\\\ \\` s9>\ \\ + \2697.8 FG \ :,� 1 I III 2698.4 FG 917, 2695.9 GB \ \ 1 0 ?s •2693.7 FG 9Sl f \\ V °0 60� 2695.9 FG \\ 6'.n `\ ° I I I I \ \ 2697.3 FG \� `\ \ \ \\ \ \.:\. \�\ I I G2 I i 1 � I M \ \�\ `� \\\ \\� \ \\ "\\ \\ \ \\\ \ \ -�' 26' / •-ice; A\`� �� I I \\\ \\�� \ E. STONEHAVEN ST. s es `\ - --2s94 I I \ Ih \ 0 2697.1 FG S \ ; : \\ , 2701.56 TW/1.5' WALL/END WALL \ \ \ ----- I�j 270,5.68 FG 20.92+ EC t Ti \\ 2,10 Iiilli i I 139' 2700.06 BW` \\\ \\\ `\\ `\ \ \ cli 21.481 0- I 2700.10 GB-, \ \ \ \ \ \ \^ \ �, �• -: FV �� \ I Ioe:• \\ `L`° lit ! I I 2705.03 FG N I�I1 i �� I I \\ ,\\ \\\ \\ \ \\�G• \\ \\\ \\\ `\\ \\\ j� \bgJ, 695 \\ \ \ \��c \\\ ?69S`�<c�I�� 6p�0� N • \ (�G + 1.\\ `\ C\ \ 6 \ 6 6 \ A \ b• I `\ �c `L 2695 2698 �� \ `� \\ I I \\\ \\`\ `\ `\ `, \ \ BLOCK 3 `\ �� \ I O ,1 \ \15 \ 12 t I I ` 28.341E-6 � \ \\ \ \ `\ `z `\ 3 \\ \ 11_1 \ \\ `� • �� \ \• \ `\ cul - 2714 19 ul-2714.19 FG 2700.00 FG \ \ `\ ;•, \ I uP 1 I l ` \ ?>�\j\ `\\ O\ \ \\ \\\ \\\ \ \\ \\ \\\\ \`\` 2°- \ �� `\ N\ \ \ •\\� `•\\` \\\\� 2696 \2699 o o\ \ O N \ \\\ \� VJ p G1 \ ----_-_-__- Z G2\\�Z\ \\_\ \`� \ \ U \2699.95 BW \ \�`\\ \� ��\ \ \ \\� G2 2697.17 BW 2697 26 ` I \ \ _ LY 2700 2700.28 BW, - \ 2698.18 BW , 2697.12 BW 2697.17 TW/END WALL �p I ` - - -O 2706.28 TTN 6' WALL- \ \ / ' / 2704.18 TW 6 WALL 2700.62 TW 3.5 WALL 111 I 2694.20 GB', --- 05.95 W 29.81E E 1 1 • 27TW/6' WALT i - --------- TOE___`�� __ `rc I ��_ - - > �� , _ �� , 12'Pt�G' ------------ ---=--�2P�-- \----------------- - 0 0 - h \ - _ _ ` `� i \ 8'lRR I 7�lRR `W` , ` F� GRADE LIMITS AT 06, 0 \ \ ph 0 \ \ 0`L:-0 \ \\ GRADE UMffS AT �`°• `�0 i F�' J {.� \ \ \\ \ \ \ \ \ \ \ \ " F F \ ti _ GRADING L9Qi'S 0 h6� \\ hI� N, \ `\ �O�S \\ IX. 12 PVC PIPE, ti� \ \'L�,� \ Ox, ` \ \ \ '� - x s O \------- \0, - ph' 2� \ ` \ ° 0 269g_� 1 --_ ` \ row' �, � \ ` \ � � � � \ h os \ \ \ \ \ EX. 12 PVC PIPE 22o Ohl � �'\o� ` 2 92- � \ ` \ \ �, ,�`� Q t1 \ \ \ \ n �^ \ _ 698_ --------- \ _ \ \ \ _ j_--' ----- ------ -- m Q ------------- --- \ - --- -- - - < 0 0 Q LL Z 0 3I I I X140 mow dF G d��N M. S�g05 N N N c O t C N .Q0 C y O C) Lacv q? 4! L' o 00 N .2 j N fn FL-. Tai `Lp - OL N 00 00 00 C14 W CL aa� W �Noz m W z O - Z J Ei o © 0 rn 0- a C TT U C> UO pl C, ZZZaW 0 a_ 04 0 Q ozmw� m C`i U �O n - (n N` N C N C C iE vu=y= z Cal E �6 o �' LL On C y d LT Q W O] � N O -y U > -•-' N •O N d� � d O L O N O i.�.Z" O O LLI o v o� o E - CJ a 'S 5 Lu0-- ;g�.� N 0-a - > v� U) U N O c g `� vv v•�-� a. Z V L• C N � QU `� •Q, j U Q U - d g c v 5 2 0 O.3� oUin d •� tti U C N O C G1 p •- C 3 C V •� N O_�. AQ U O •-- N N +'C-. c$ a s :t5p V N Q C y^ d •V O o o v� N U E a � o 3I I I X140 mow dF G d��N M. S�g05 ca > > W a O C) L' o Not"N -OD FL-. Tai © 00 00 00 C14 W J w � W m Z W �Noz m W z O - Z J Ei 0 © 0 rn 0- ED 0 ft Z F-- Z � N C, ZZZaW 0 a_ 04 0 Q ozmw� m N Z z O = W Z O ¢ n - ca JC O C) L' o Not"N -OD FL-. Tai © 00 00 00 C14 W W w a �o`` V) m W z O - a <00 © 0 rn 0- ED 0 ft Z F-- Z � N W O 0 a_ 04 0 Q - CL SCALE 1'=40' DWG -DATE 03/11/19 PROS. NO. 190104 SKEET 3 OF 17 GRD -2 190104-GRD.DWG o� • m W z it 0- Z F-- Z W O C' Q �o rr Poow (n SCALE 1'=40' DWG -DATE 03/11/19 PROS. NO. 190104 SKEET 3 OF 17 GRD -2 190104-GRD.DWG SKY MESA COMMONS N0. 2 30 FUTURE Fes' / yJQSKY MESA 3 �9� J�, C COMMONS NO. 1 19 CO ,SPG • �� - 4 24 v o�Fs / LIGHT# 23 ♦ 9 j e \ 22 ucHT# BLOCK 6 7 19 14V 18 17 16 BLOCK 5 \ 3 P4 FUTURE SJ 8 / �9{- cy� aS �p��PG BLOCK 6 a� 6 9 16 10 15 15 11 14 12 13 E. STONEHAVEN ST. 14I 13 BLOCK 3 2 1 � v //! EXISTING ' a k:: 12 10 I / \FUTURE 11 / 4 101 1 1 2 N. 60 30 0 60 120 180 SCALE IN FEET N EXISTING EXISTING STREET LIGHT 0 PROPOSED TYPE A STREET LIGHT LIGHT# MERIDIAN CITY LIGHT POLE NO. STREET LIGHT NOTES 1. ALL STREET LIGHT CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF THE ISPWC, THE MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC, AND THE NATIONAL ELECTRIC CODE. 2. A STREET LIGHTING ELECTRICAL PERMIT SHALL BE OPENED PRIOR TO STARTING WORK. USE THE ONLINE CITIZEN PORTAL AT https://citizenportal.meridiancity.org/CitizenAccess/ TO OPEN A PERMIT AND REQUEST INSPECTIONS. 3. INSTALLATION WILL REQUIRE INSPECTIONS FOR THE CONCRETE BASE REINFORCING, BEDDING, BACKFILL, AND FOR THE POLE AND ASSOCIATED WIRING. 4. STREET LIGHT BASES SHALL BE LOCATED' 10' MIN. FROM TREES, 5' MIN. FROM FIRE HYDRANTS AND 2' MIN. FROM WATER METERS. 5. KEEP ACCURATE NOTES OF CONDUIT AND JUNCTION BOX LOCATIONS. ATTACH A REDLINED AS BUILT DRAWING OF THIS PLAN SHEET TO THE STREET LIGHTING ELECTRICAL PERMIT, OR SUBMIT A HARD COPY TO THE MERIDIAN CITY PUBLIC WORKS DEPARTMENT PRIOR TO REQUESTING FINAL INSPECTION. 6. CONTACT THE CITY TRANSPORTATION AND UTILITY COORDINATOR (208) 898-5500 FOR QUESTIONS REGARDING UTILITY CONFLICTS, OR TO ACCESS LOCKED METER PEDESTALS. 7. CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH IDAHO POWER CO. 8. VERIFY LIGHT POLE LOCATIONS WITH THE OWNER AND MERIDIAN CITY PRIOR TO INSTALLATION. 9. THERE IS A 10' STREET LIGHT EASEMENT ADJACENT TO ALL STREETS WITHIN THIS SUBDIVISION. 10. TYPE 1 POLES SHALL BE BLACK. LANDSCAPING NOTES 1. LANDSCAPE AND TREES ALONG ALL STREETS TO BE COMPLETED AFTER CONSTRUCTION ON THE LOTS. TREES MAY BE MOVED TO ACCOMMODATE DRIVEWAYS, UTILITIES AND LIGHT POLE LOCATIONS. N N N 00 O N L C Q O > O' LL (1) L E 81 N O N y > a Cl L., OO rn N L' O .2 O n UU _� CA? � c u> >, a ♦AJ` N :U g y N pIn (D C = n •avi ¢ - o' U) Q'�n N _ , , v' .V a,W v m CL o �S? 4) I.L 0- N o v _v a = vi 'w ` U o f O 'G .rLU.+ p• E �} o3 y c G p .s2r y o v O O w .5 i O L d L !n VO LIQ C V p > C> •O I- = O C N OU o;0o�, W 7-) \\ N i /LL DoE! 10: 'co yL N O = O a r `o s N v A _a V U � • ` > • U YY Z •�•n CIL So Q �n �� V U N y C 3 y O y 0 6 v Oi = •� 3 � c .T•` o 0 3..N. OVN -ID > C 0 E' .51 i O N U Z L V N C y Q Nom E ID N3 •.�- V ..�� N. Ca 8.0 L G V N C O 0== C 41= c O O C N •` C F- to v i ... w Z �$ZpNAL Xa 3�►I 15 � w OF JEST >Z�o 3 0 J W � V1 W Z z z z z z¢o�z o� _Jo z :z � pzmm� = W Z O K o z a 4 ca 4 rn ,1 0 Lu OO �r a• o 00 x ce w t;� �. o 00 z 40 o, ca O o �w00CD� z N N W Cl 0 a Z • zm w z Q �1 Zz Q L1J W F - w V) C!) Z 0 W 0 j L1- SCALE 1"=60' O Jj DWG.DATE 03/11/19 ZO 00 PROD. NO. 190104 its O (L SHEET 4 OF 17 m 00Q Q LLl LGT-1 IL Z 0 /SHEETS/190104-LGT.DWG i c-� i P6 46 LA P6 N2 P6 64 S1 l': :.': • / S1 E13 �.'.'.' '.'.': ' . N3 �'.'.'.'.':..'. 64 E13 TB '001 i''..... ✓• /s E13 TB TB ��r / �...... S1 21 J ��uJi�WY — 7 _ --- —_ _ _- — 8'PIRR— — — — — — — — — 8'PIRR S1 — — — —►— —� c �X/SANG IN.ff 2 I — 7 \ \ I I II (I I SEE SHEET PIRR--2 SEE SHEET PIRR-3 I�--------- L_ — — — — PRESSURE IRRIGATION KEYNOTE LIST ITEM DESCRIPTION ARV Air Release Valve C8 Pressure Irr. Sleeve, 8' PVC, AWWA C-900 C12 Pressure Irr. Sleeve, 12" PVC, AWWA C-900 D Pressure Irrigation Mainline Drain E9 Elbow, 4", 11 1/4' E10 Elbow, 4", 22 1/7 E11 Elbow, 4", 45' E12 Elbow, 4", 90' E13 Elbow, 6", 11 1/4' E14 Elbow, 6', 22 1/7 E15 Elbow, 6", 45' E16 Elbow, 6', 90' G4 Plug Or Cap, 4' G6 Plug Or Cap, 6' P4 Pressure Irr. Main, 4", PVC, CL -200 P6 Pressure Irr. Main, 6", PVC, CL -200 S1 Irrigation Service, 3/4" S2 Irrigation Service, 1" T5 Tee, 4 x 4 x 4' T7 Tee, 6'x 6"x 4' TB P.C.C. Thrust Block (As Required Even If Not Shown). V4 Valve, 4" Gate V6 Valve, 6' Gate Verify Existing Pressure Irrigation Service Is Installed And Marked N1 Per City Of Meridian Specifications. If Not Found Install Service And/Or Marker As Needed. Raise Valve Riser As Needed. N2 Deflect Pipe Per Manufacturers Specifications And Recommendations. N3 Retain And Protect Existing Trees. After Closing Valves "A", 'B" and "G" The Contractor N4 Shall Remove The Existing Plug/Cap And/Or Thrust Block To Complete Interconnection As Shown. Raise Service Valve As Needed 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.' CO TRACTOR SHAW. 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-4 FOR DETAILS AND NOTES. 7. PRESSURE IRRIGATION SYSTEM TO BE OWNED & MAINTAINED BY THE HOA. THE BACK-UP SOURCE IS AN EXISTING WELL NEAR THE EXISTING PUMP STATION. N N 0) >. ++ C N .O C N .,t-+ c-0 O N fl yZ O P6 .O LL a 0.a da U w m Z =oF QZ u j ZO Z z P4 4E' =L� L) 0 221 ^ CLi e- A. T7 TB U V N 0 o co c"o P4 I N W G �♦ U p N- E10 W c • 3 E10 } I \ w S2 �� TB N V a p� V N \ W (n / P4 �' \ _ o �• d_ z Cc _ �+wo�. �V a> c >+ U 21 J ��uJi�WY — 7 _ --- —_ _ _- — 8'PIRR— — — — — — — — — 8'PIRR S1 — — — —►— —� c �X/SANG IN.ff 2 I — 7 \ \ I I II (I I SEE SHEET PIRR--2 SEE SHEET PIRR-3 I�--------- L_ — — — — PRESSURE IRRIGATION KEYNOTE LIST ITEM DESCRIPTION ARV Air Release Valve C8 Pressure Irr. Sleeve, 8' PVC, AWWA C-900 C12 Pressure Irr. Sleeve, 12" PVC, AWWA C-900 D Pressure Irrigation Mainline Drain E9 Elbow, 4", 11 1/4' E10 Elbow, 4", 22 1/7 E11 Elbow, 4", 45' E12 Elbow, 4", 90' E13 Elbow, 6", 11 1/4' E14 Elbow, 6', 22 1/7 E15 Elbow, 6", 45' E16 Elbow, 6', 90' G4 Plug Or Cap, 4' G6 Plug Or Cap, 6' P4 Pressure Irr. Main, 4", PVC, CL -200 P6 Pressure Irr. Main, 6", PVC, CL -200 S1 Irrigation Service, 3/4" S2 Irrigation Service, 1" T5 Tee, 4 x 4 x 4' T7 Tee, 6'x 6"x 4' TB P.C.C. Thrust Block (As Required Even If Not Shown). V4 Valve, 4" Gate V6 Valve, 6' Gate Verify Existing Pressure Irrigation Service Is Installed And Marked N1 Per City Of Meridian Specifications. If Not Found Install Service And/Or Marker As Needed. Raise Valve Riser As Needed. N2 Deflect Pipe Per Manufacturers Specifications And Recommendations. N3 Retain And Protect Existing Trees. After Closing Valves "A", 'B" and "G" The Contractor N4 Shall Remove The Existing Plug/Cap And/Or Thrust Block To Complete Interconnection As Shown. Raise Service Valve As Needed 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.' CO TRACTOR SHAW. 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-4 FOR DETAILS AND NOTES. 7. PRESSURE IRRIGATION SYSTEM TO BE OWNED & MAINTAINED BY THE HOA. THE BACK-UP SOURCE IS AN EXISTING WELL NEAR THE EXISTING PUMP STATION. 74 ICS N N 0) >. ++ C N .O C N .,t-+ c-0 O N fl yZ O o y p a� > C N O N > '&N .O LL a 0.a da U w m Z =oF QZ u j ZO Z z L 4E' =L� L) 0 0 ^ CLi e- ° :� y °' o. W O E__ C U U V N 0 o co c"o o v � W G �♦ U p N- Q �� 00 o— } .0o� C Q 'O O Q W L N V a p� V N = •O, W _ o �• d_ z Cc _ �+wo�. �V a> c >+ U :32O 4) j ti N CL �o W m Q' U d �] C N .✓ N d '0 > o •m ` U O � O O N •C �o�� N N N o c fn? DU >N W-1 >2 a o� 75 O� '^ y N O y C C Q C: S.vv_ •a. I.Z.Q O y L n O E U C N N ii <CU ' p0 N N N C .tc 0 V V) 01 V O y N rte. za�2� o '• o C3 U u N TZ C c 0 3F L •U � N ` y 3 m V t ? o 'D ; o p Q O C L w C' o F-U�oe�� Z 74 ICS al 0 CO3LLI 00 �N� O 00 Q.2 L F_ x zz 200 0 oftaft o V Q�00 W 00 Z :2v C N 0 O t r � PRESSURE IRRIGATION LEGEND — — 4'PIRff-- — EXISTING PRESSURE 200 LF CONSTRUCT UNE � � CONSTRUCT PRESSURE Z Z IRRIGATION UQNE & SERVICES (� • Q ► CONCRETE THRUST BLOCK a' ® VALVE Z m Z SLEEVE (AWWA C-900 OR C-905) C4 Q r- 40 LF 0 cy- � a— DRAIN H M o— AIR RELEASE VALVE 0=4 C z W H o LU Nr F- Cn Uj IV Nz n z U1 0 (� o U_ SCALE 1 "=40' W DWG.DATE 03/11/19 Z > PROJ. NO. 190104 OO SHEET 13 OF 17 40 20 0 40 80 120 OD Q 0 < SCALE IN FEET 00 � PI RR -1 HORIZONTAL SCALE SHEETS/190104—PIRR.DWG } }Wa Q W m J yZ H w m Z =oF QZ u j ZO Z z Z d O } W L) 0 z o r W � C� J Z W fn o zmow° W G LTJ � V 3 =Wz�� r- OZa al 0 CO3LLI 00 �N� O 00 Q.2 L F_ x zz 200 0 oftaft o V Q�00 W 00 Z :2v C N 0 O t r � PRESSURE IRRIGATION LEGEND — — 4'PIRff-- — EXISTING PRESSURE 200 LF CONSTRUCT UNE � � CONSTRUCT PRESSURE Z Z IRRIGATION UQNE & SERVICES (� • Q ► CONCRETE THRUST BLOCK a' ® VALVE Z m Z SLEEVE (AWWA C-900 OR C-905) C4 Q r- 40 LF 0 cy- � a— DRAIN H M o— AIR RELEASE VALVE 0=4 C z W H o LU Nr F- Cn Uj IV Nz n z U1 0 (� o U_ SCALE 1 "=40' W DWG.DATE 03/11/19 Z > PROJ. NO. 190104 OO SHEET 13 OF 17 40 20 0 40 80 120 OD Q 0 < SCALE IN FEET 00 � PI RR -1 HORIZONTAL SCALE SHEETS/190104—PIRR.DWG SlSEE SHEET PIRR-1 f N2 „ g W 8'W Sl ' D \ P422 LF El 1 / TB ° E10 IBQ� E10 \ TOE OF SLOPE TB • \ / OAF P4 TB \ �6x V6 L 3 Sl ,� \ FUTU SUB[ / a PRESSURE IRRIGATION KEYNOTE LIST /ITEM w 0 EW DESCRIPTION d ARV Air Release Valve / C8 Pressure Irr. Sleeve, 8" PVC, AWWA C-900 . ° C12 D Pressure In: Sleeve, 12" PVC, AWWA C-900 Pressure Ir ig ation Mainline Drain \ E9 Elbow, 4", 11 1/4' \ (D- �i�o Elbow, 4', 22 1/2' .6--1N / Ell E12 Elbow, 4", 45' Elbow, 4", 90' T E13 Elbow, 6% 11 1/4' E14 Elbow, 6", 22 1/T " E15 Elbow, 6", 45' s \ Vt W E16 Elbow, 6", 90' / G4 Plug Or Cap, 4" h■■1 0 Q G6 Plug Or Cap, 6" (f— s' P4 Pressure Irr. Main, 4", PVC, CL -200 CO 0, P6 S1 Pressure Irr. Main, 6, PVC, CL -200 Irrigation Service, 3/4" KY MESA / �9� S2 Irrigation Service, 1" x x IN NO. 4 \ T5 Tee, 4 4 4" RETAINING WALL / T7 Tee, 6"x 6"x 4" •. / C12\ I P.C.C. Thrust Block (As Required Even If Not Shown). / V4 Valve, 4" Gate V6 Valve, 6 Gate S2 '1°' ,Y • . / \ Verify Existing Pressure Irrigation Service Is Installed And Marked Per Ci Of Meridian Specifications. If Not Found Install Service C'O� p �O p6 �Q, `• ! ' : \ And/Or Marker As Needed. Raise Valve Riser As Needed. �� S1 / \ N3O \ \ / N2 Deflect Pipe Per Manufacturers Specifications And E13 P4 ° / \ O Recommendations. q N2 / / \ TB Retain And Protect Existing Trees. 24 After Closing Valves "A", "B" and 'C" The Contractor Shall Remove The Existing Plug/Cap And/Or Thrust / TOE OF SLOPE / N2 p \ Block To Complete Interconnection As Shown. '�~' • ' 0� / / / \ \ 30 LF / Raise Service Valve As Needed �� P4 / E S, \ S1 23 / / \ TB G4 V4 / _0A c S1 5 TB E16 E9 '�6 / / S1 0 .o TB �, P4 NOTES: BLOCK 5 1. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE \ lc. P4 COMMENCING WORK. THE CONTRACTOR ASSUMES ALL RESPONSIBILITY FOR ANY AND ALL • \ \ �6O / ' `• / N2 �%bj \ �\ 1B DAMAGES CAUSED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL Gc, • - / S1 11 LF \ E12 / UNDERGROUND UTILITIES. CONTRACTOR SHALL CALL DIG LINE AT 1-800-342-1585 PRIOR TO \ Sl \ / / j / 3r* 11 TR E12 / / ANY EXCAVATION. � /1 \ \ \ S1 2.2 • ' . / / / Sl / \ 3 5 LF p4 2. CONTRACTOR SHALL RETAIN AND PROTECT ALL EXISTING UTILITIES, EVEN IF NOT SHOWN. ` :::•� / /: / BLOCK 6 P4 S2 LY 3. CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING SERVICES PRIOR TO �lc• / N4 '�� CONSTRUCTION. CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF THERE ARE ANY TOE OF SLOPE .. ! / 7 RETNNING WALL y' DISCREPANCIES. \ N2 4. CONTRACTOR SWILL VERIFY THAT EVERY LOT HAS A PRESSURE IRRIGATION SERVICE \ 0 / _ �, gyp• \ _ � � CONTRACTOR SWW. INSTALL A SERVICE TO EVERY LOT AS NEEDED. 2_ ,; 5. CONTRACTOR SHALL PROTECT AND RETAIN EXISTING FENCE LINES WITHIN SUBDIVISION. -3 6. SEE SHEET PIRR-4 FOR DETAILS AND NOTES. RETAINING WALL .� +: 8 4- $S \ N2Zz \ 7. PRESSURE IRRIGATION SYSTEM TO BE OWNED & MAINTAINED BY THE HOA. THE BACK-UP \ \ 21 \ �. S1 y0 \ ; Sl E9 TB s SOURCE IS AN EXISTING WELL NEAR THE EXISTING PUMP STATION. P6 r .. `O� / . J �q,`� \ • BLOCK 6 - J Sl S11 `� �s ' ° \ a 16 / 9 E9TB 24 \ ti \ s1 CP, 7 PRESSURE IRRIGATION LEGEND \ P4 20 l'`` \TB — — 4'PIR rF`— — EXISTING PRESSURE ii_\© M l�L',U °F+ra.OSG ��9 BLOCK 3 v P4 \\ E9 7 IRRIGATION LINE 00 !,� \ LF TB El 5 LF T5 TB 10 \ E12 12 LF \ 15 \ S1 \ 01 TOE OF SLOPE P6 19 t' S1 \ S1 TB \ =;. \ E9 \ cp, \ ` \ St \ \ Sl `P 11 1 14 2.0' \ S1 \ 18 7.0 S1 t E15TB 3 l E9 TB � 1 5.0' I 15.0' �i I P6 12 1 00 13 • • P4 SEE SHEET PIRR-3 (SEE SHEET PIRR-3 200 LF CONSTRUCT PRESSURE IRRIGATION LINE & SERVICES ► CONCRETE THRUST BLOCK ---- ---- VALVE _ - SLEEVE (AWWA C-900 OR C-905) .ti C4 40 LF 0—.- DRAIN BLC °— AIR RELEASE VALVE 00 JG 3 �c 0 IJ 00 40 20 0 40 80 120 vi SCALE IN FEET HORIZONTAL SCALE a Z w 0 EW 00 41 J Z m z O (D- �i�o Q .6--1N s �0. o T 0 N ~M-' cc T Vt W 0=4 N j� M U O N w w N U N e:(D LLt O F F2 a'ID Q O h■■1 0 Q N d (f— w w V) CO 0 V '9 c a �• N ?7- c • �'ws E z /� ii U 0 Q \V 0) O M 0 SCALE N p M Q U O ..�� Q. W Co DWG.DATE 03/11/19 O � 4 NO. 190104 z O d� 17 Q_ O PIRR-2 00 ca 00 cam. v a� N 3 z 0 LL. O h 16 SHEETS/1 901 04-PIRR.DWG U 00 W -I >� gooao_o c O rr) U �c V C � � O O c LL a V U _ C1 4 O y U aoV N C O UCA V 0_ A�i��a� C N N N N +� N C � y yr -3 V •V z .. 54 y o o •a0i 3. w � O a� N'iN N y C o v v o Ct- �Q V O 4 N y C C S C y U 0 V > r AL 4,P Ns ii_\© M l�L',U °F+ra.OSG ��9 BLOCK 3 v P4 \\ E9 7 IRRIGATION LINE 00 !,� \ LF TB El 5 LF T5 TB 10 \ E12 12 LF \ 15 \ S1 \ 01 TOE OF SLOPE P6 19 t' S1 \ S1 TB \ =;. \ E9 \ cp, \ ` \ St \ \ Sl `P 11 1 14 2.0' \ S1 \ 18 7.0 S1 t E15TB 3 l E9 TB � 1 5.0' I 15.0' �i I P6 12 1 00 13 • • P4 SEE SHEET PIRR-3 (SEE SHEET PIRR-3 200 LF CONSTRUCT PRESSURE IRRIGATION LINE & SERVICES ► CONCRETE THRUST BLOCK ---- ---- VALVE _ - SLEEVE (AWWA C-900 OR C-905) .ti C4 40 LF 0—.- DRAIN BLC °— AIR RELEASE VALVE 00 JG 3 �c 0 IJ 00 40 20 0 40 80 120 vi SCALE IN FEET HORIZONTAL SCALE Z 77 0 • J Z m z O Q w 0:� z 7 F•-- O ~M-' cc Vt W 0=4 N j� M LLt O h■■1 0 (f— w w V) CO LLJ z 0) O M 0 SCALE 1 "=40' DWG.DATE 03/11/19 PROJ. NO. 190104 z O SHEET 14 OF 17 Q_ PIRR-2 00 < LL z 0 SHEETS/1 901 04-PIRR.DWG (SEE SHEET PIRR-2 S1 V S1 ?0 �K 3 — — ---mss (SEE SHEEP PIRR-1 8 BLOCK 3 ��I LOWER AS NEEDED I — E. — PRESSURE IRRIGATION KEYNOTE LIST ITEM DESCRIPTION ARV Air Release Valve C8 Pressure Irr. Sleeve, 8" PVC, AWWA C-900 C12 Pressure Irr. Sleeve, 12" PVC, AWWA C-900 D Pressure Irrigation Mainline Drain E9 Elbow, 4-, 11 1/4' E10 Elbow, 4', 22 1/7 E11 Elbow, 4, 45 E12 Elbow, 4 90' E13 Elbow, 6', 11 1/4 E14 Elbow, 6", 22 1/7 E15 Elbow, 6', 45' E16 Elbow, 6', 90' G4 Plug Or Cap, 4' G6 Plug Or Cap, 6" P4 Pressure Irr. Main, 4", PVC, CL -200 P6 Pressure Irr. Main, 6, PVC, CL -200 S1 Irrigation Service, 3/4' S2 Irrigation Service, 1" T5 Tee, 4"x 4'x 4' T7 Tee, 6"x 6"x 4' TB P.C.C. Thrust Block (As Required Even If Not Shown). V4 Valve, 4' Gote V6 Valve, 6' Gate Verify Existing Pressure Irrigation Service Is Installed And Marked N1 Per City Of Meridian Specifications. If Not Found Install Service And/Or Marker As Needed. Raise Valve Riser As Needed. N2 Deflect Pipe Per Manufacturers Specifications And Recommendations. N3 Retain And Protect Existing Trees. After Closing Valves 'A', "B" and 'C' The Contractor N4 Shall Remove The Existing Plug/Cap And/Or Thrust Block To Complete Interconnection As Shown. Raise Service Valve As Needed 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 SERVILE. 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-4 FOR DETAILS AND NOTES. 7. PRESSURE IRRIGATION SYSTEM TO BE OWNED & MAINTAINED BY THE HOA. THE BACK—UP SOURCE IS AN EXISTING WELL NEAR THE EXISTING PUMP STATION. PRESSURE IRRIGATION LEGEND — 4'PIRR— — EXISTING PRESSURE 200 LF IRRIGATION LINE CONSTRUCT PRESSURE IRRIGATION UNE & SERVICES ► CONCRETE THRUST BLOCK VALVE C4 — SLEEVE (AWWA C-900 OR C-905) 40 LF o— DRAIN e-- AIR RELEASE VALVE IV 40 20 0 40 80 120 SCALE IN FEET HORIZONTAL SCALE !1pNAL W. u ' 638 ` l OF G >a Z zw�=z O 0 a> m c m o 0 0 0, L M N It U_ O COD N LL_ WOWO 2 X �JW zz�Zz n < z O X U O—o ft f� O O a r Z N O F - r0)) Z v U /Q3 V N O G C ++ gg a p co U V O N co O U') N " D Q) � � �� U n ¢ c c 3 i- oza L1! 0 w H O AC) Cr � E 1Jj Cn U) U) E 4D A 0� ;_ > y N Q C 'coy N p M M U O -.'C.+ -&L5 OJ C ""' O 514 GJ O 0) N V O O• E ` Z O y0+ p O N O 0/ ►- 0 SCALE 00 fn .� UO � V •c LLO � C .N O W DWG.DATE 03/11/19 PROD. NO. 190104 Z O No y 17 LU5 N N � g o o Q p o 11 Q 6L� O C � O r �� _= O O o a V U •a V l� Z ,p a- Cd O N U a0U C POA N G V y O •U y ?.� _ G L N C C 0 3 N O V (n zo C C �2 Q N O c � E U 3 L NA C C ✓ Ana o �o � 'd 'v ` y •3 C V N O O a o w cOi $ a o. G U O O O V Z y G� o N m aUi v o, •.,�,, m - O Z !1pNAL W. u ' 638 ` l OF G ca >a Z zw�=z L M N It �mo�o O COD N LL_ WOWO 2 X �JW zz�Zz n < z O X z a o y z O—o ft f� O O CobU)5 Z N O F - r0)) Z ��C> w fte COD zMA 0 z oNwo� O Zazaw O sEL N Z J f O Vt i- oza ca Z I L M N It • O COD N LL_ X LL - ��`� V) go O—o ft f� aZ00 Q CobU)5 O r0)) LJ Z ��C> w fte COD zMA 0 LQ 0 z C14o O sEL 577 Z z 0 • Z M z O LJ Z Q 0 z Vt ~ M L1! 0 w H O AC) Cr 1Jj Cn U) U) LLJ U) CL Z 0) 0 r M 0 SCALE 1 "=40' O W DWG.DATE 03/11/19 PROD. NO. 190104 Z O SHEET 15 OF 17 W 00 11 Q PIRR-3 � � Z [_SkFETS/190104-PIRR.DWG O 3' SDR 21' PVC RISER EXTEND 1t O 3' x 4" x 6' CINDER BLOCK (OR a 4" or 6" x 1" SADDLE MINIMUM V 4" or 6' MAIN UNE MINIMUM O 1' BRASS PIPE O 1" 200 PSI POLY 18" ABOVE GR01 O 1 " BRASS CURB STOP O ROCK CHIPS BRASS CURB STOP 3' FEMALE ADD. 10 LOCATER WIRE 11 3" PVC PLUG 12 MARKER, STEEL 1' POST O 3" SDR 21' PVC RISER EXTEND O 3' x 4" x 6" CINDER BLOCK (I O 4' or 6' x 1" SADDLE MINIMUM V 4' or 6' MAIN UNE MINIMUM O 1" POLY PIPE 200 PSI O 1" 200 PSI POLY 18' ABOVE G (D 1' BRASS COMP. COUPLINGS Q 1' BRASS CURB STOP O ROCK CHIPS 10 3' FEMALE ADD. 11 LOCATER WIRE 12 3' PVC PLUG 13 MARKER, STEEL 1' POST TU9191 IWASAIIIIIIIIII 02 2W.1WZ4&_1 SHORT OR . NOT TO SCALE "MODIFIED" TYPE A RISER LONG SIDE SERVICE NOT TO SCALE FINISH GRADE TRENCH SECTION AS SPECIFIED. j PRESSURE IRRIGATION MAINLINE AS SPECIFIED. - TAPE AND BUNDLE CONTROL WIRE AT 10'-0" O.C. INTERVALS I r ALONG MAIN LINE NOTE: 1. ROUTE CONTROL WIRE ALONG ALL PRESSURE IRRIGATION MAINS. 2. ALL IRRIGATION CONTROL WIRES TO BE 'HUNTER' 12 AWG ID 2 WIRE OR APPROVED EQUAL. 3. LOCATE ALL WIRE SPLICES IN 8" ROUND VALVE BOX WITH BLACK COVER AND APPROXIMATELY 24" LENGTH COILED WIRE. USE 3M ULG CONNECTORS AND PREFORMED SUPER SERVISEAL WATERPROOF WIRE SPLICE KIT (SPLICE ALL WIRE PAIRS). 4. CONTROL WIRES TO BE GROUNDED WITHIN EVERY 1,000 FEET AND ALL END OF RUN LOCATIONS. INSTALL 'HUNTER' IGD DECODER AND EARTH GROUND WITH LESS THAN 10 OHMS RESISTANCE PER MANUFACTURES RECOMMENDATIONS. 5. ALL ELECTRICAL WORK TO MEET OR EXCEED N.E.C., STATE CODES, LOCAL CODES, AND MANUFACTURER'S RECOMMENDATIONS. 6. PROVIDE AN ADDITIONAL 2" SLEEVE AT ALL PRESSURE IRRIGATION MAINLINE SLEEVE LOCATIONS FOR CONTROL WIRES. IRRIGATION CONTROL WIRE INSTALLATIONNOT TO SCALE FOR QUESTIONS CONTACT: TYLER CHAMBERS BRECKON LANDESIGN (208)376-5153 L PRESSURE IRRIGATION PIPELINE - SEE PLAN FOR SIZE OF PIPE TYPICAL PIPE LOCATION NOT TO SCALE DOMESTIC WATER METER BOX COVER OBLITERATE WORDS "WATER METER" FORD NO. X43 CAST IRON WITH 12 1/2' LOCKING LIDS 1 1/2' BRASS PIPE RISER 20" PVC .1 1/2' CURB STOP BALL VALVE SUCH AS FORD B11-666SW 7- 1 1/2' PVC PIPE MIN. 12" DRAIN ROCK, L M1N. 1 CU YD. AT BOTTOM OF VALVE DRAIN ROCK FOR SUPPORT DRAIN VALVE NOT TO SCALE PRESSURIZED IRRIGATION NOTES 1. The pressured irrigation system must be built to the standards of the irrigation district in which it is being constructed. 2. Install a reduced pressure backflow preventer in any connection between the potable water system and the pressure irrigation system. The device must be approved by the Idaho Department of Enviromental Quality (DEQ) and the City of Meridian Water Department. 3. Install all crossings of the Public Rights -of -Way, private roadways and travelways with pressure irrigation at a maximum depth of two -and one-half (2-1/2) feet and in an AWWA C-900 pipe sleeve with locator wire. The Public Works Department, ACHD and Engineering Solutions, shall inspect all crossings prior to backfilling. 4. 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). 5. 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). 6. Install finder tape with all irrigation mains. Tape shall be two (2) inches wide, metallic red in color, with the words DANGER -UNSAFE WATER or NON -POTABLE WATER clearly marked along its length. Place the tape between six (6) inches below the surface and eighteen (18) inches above the top of the pipe. 7. Label all irrigation risers and faucets with durable tags carrying the warning DANGER -UNSAFE WATER or NON -POTABLE WATER. 8. 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 Right -of -Way, private roadways and trovelways. 9. Install a reduced pressure backflow preventer in any connection between the potable water system and the pressure irrigation system. The device must be approved by the Idaho Department of Environmental Quality (DEQ) and the City of Meridian Water Department. 10. The Public Works Department and Engineering Solutions, shall inspect all pressurized irrigation unless a properly executed agreement for inspection and maintenance is in effect with the applicable Irrigation District. Forty-eight (48) hours advance notice is required. 11. Pressure irrigation mains must be along rear lot lines. Where pressure irrigation mains traverse a side lot line in order to cross a street, the domestic water service and pressure irrigation mains must be on opposite sides of a lot. 12. Pressure test the irrigation system to one hundred -fifty (150) pounds per square inch (psi) with allowable loss in accordance with the Supplemental Specifications and Drawings to ISPWC. 13. All construction materials and installation shall comply with the Nampa Meridian Irrigation District Standard Specifications for Pressurized Irrigation System - latest edition, except as modified here on. 14. All pipe shall be PVC - Class 200 - SDR21 or better. Pipes three inches and smaller shall be solvent weld. Pipe four inches and larger shall have mechanical joints. 15. Minimum depth cover over all pipe shall be 30'. 16. Minimum compaction shall be: a. 95% in Rights-of-way. b. 85% everywhere else. 17. Concrete thrust blocks shall be required at all tees and bends as shown on this plan. Angle fittings required at all change of direction of pipes over 11 1/4• where shown on this plan. 18. All services shall be placed at the midpoint of rear lot or side lot line unless otherwise shown on this plan. They shall extend past property line into lot as shown on detail. 19. Contractor shall verify the location of all other utilities before installing the irrigation pipe. 20. Contractor to verify location of all landscape lot services with owner prior to installation. 21. Where pipe must be deflected to keep alignment shown on this plan, the contractor shall not exceed pipe manufacturers recommendations. 22. All valves must be at most 10' from the street Right-of-way, unless otherwise shown. 23. All valves at street crossings shall be on both sides of streets. 24. Contractor shall install plugs at end of fittings that serve areas not included in construction of this phase. 25. Contractor shall be responsible for verifying all pipe lengths shown on this plan before pipe installation. 26. Contractor shall be responsible for repairing and replacing disturbed fence and landscaping in order to install new services. Each Homeowner shall be notified at least 24 hours before any property disturbance. 27. Retain and protect all existing utilities and irrigation facilities. 28. Contractor shall install a drain at all low points in the pipe and a pressure relief valve at all high points in the pipe (even if not shown). 29. Wherever the pressure irrigation line crosses the gravity irrigation and there is a conflict, the pressure 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". 30. Contractor shall install pressure irrigation line to depths that match the final grading plan with 30" of minimum cover. 31. Contractor shall install a service to every lot including common lots, even if not shown. O U 0 O r '0 M LL. O 0 J > Z O O CK CL a- m Q w O O Q LL. Z 0 Q) U) L o c vE 2 00 ca�oo> YL v v E U) �2SI Qom V D a o v o.ca mac- fn V O N (D FD .F ma"= Q 00 C o - L Q U)' _ L_ • - C OCU i� w -.2 o d T I� 0 +y E C LL T � o # v o •�+ mQ� U a W a 'm ` v o h' IIS Z •` a a to O 00 (i7 a 3 •p h c LL In o�oEN U o _ y > o c m d a _o75 a •o >tr �ooQow_� 3 =:Z. Z O LIO'2 E a v a o v a0�a�a U � 8 oN o o o Q 6 O N y C .79 0 3 N O V (n \ A .-. C N O O O O C Ct o v w v c T U N A yy O C ^ d 3:2 a O d C GJ U W O _ C O a o- \aL:: C.... ?.O �1pNAL G 51STE$,�Cr ve- lit l OF G Ic ST�� N E O Z �- I W Z • Z M oz� Z Mrl N W M�1 0 C) v w VL Z(/) O W Q O c� z °C Z WQ CE D J Q W F-- � W CL SCALE N.T.S. DWG.DATE 03/11/19 PROD. NO. 190104 SHEET 16 OF 17 PIRR-4 SHEETS/1 90104-PIRR.DWG ma<=a w M � > z2 z a J ID oar>w 0 z�s 0 J O Z B N O O w C O o Z O ZZz�w Cn 3w W�� w r �z�mo a W Z • Z M oz� Z Mrl N W M�1 0 C) v w VL Z(/) O W Q O c� z °C Z WQ CE D J Q W F-- � W CL SCALE N.T.S. DWG.DATE 03/11/19 PROD. NO. 190104 SHEET 16 OF 17 PIRR-4 SHEETS/1 90104-PIRR.DWG SSMH #SMC34•,- STA=35+71.04 SC = 35+61 SL = 39' SI = 2685.1 SSMH #S 16 STA=35+ BLOCK 6 1 FATA 40 20 0 40 80 120 SCALE IN FEET HORIZONTAL SCALE 4 2 0 4 8 12 SCALE IN FEET VERTICAL SCALE SC = 35+97.37 SL = 50' SI = 2685.9 SC = 36+79 0 SL = 54' SI = 2686.4 3 270 269 269 268 267 1 , 267 266 110 27C 27C SC = 37+53 9 N3 105, SL = 54' S . 2 SI = 2687.2 26c NOTES 26i 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. RETAIN AND PROTECT EXISTING FIRE HYDRANTS, SEWER AND WATER SERVICES AND MANHOLES. RESET MANHOLES AND/OR 26 / METERS TO NEW FINISHED SIDEWALK OR NEW FINISHED STREET ELEVATIONS, EVEN IF NOT SHOWN. 3. CONTRACTOR SHALL FIELD—VERIFY THAT ALL SERVICES ARE EXISTING AS SHOWN, PRIOR TO PAVING OR CONCRETE CONSTRUCTION BEGINS. CONTRACTOR SHALL INSTALL ANY MISSING SERVICES AS NEEDED. 4. ALL SEWER SERVICES SHALL BE 4" UNLESS OTHERWISE NOTED. 5. ALL SEWER SERVICES SHALL HAVE A MINIMUM OF 2% GRADE TO PROPERTY LINE, IN ACCORDANCE WITH THE CURRENT CITY OF MERIDIAN STANDARDS FOR PUBLIC WORKS CONSTRUCTION. 26E 6. ALL WATER MAINS SHALL HAVE 4 FEET OF COVER. 7. CONTRACTOR SHALL RESTORE ALL OFFSITE DAMAGED AREAS TO ORIGINAL OR BETTER CONDITION. lb SL = 37' 00 bU 35 26c. 12 13 SI = 2687.9 35 60 3b--20 ` B2 TB TB H V6 T7 SSMH #SMC26 O N3 SC = 38+32 Elbow, 8, 11 1/4% MJ VOa� STA=38+52.17 Elbow, 8', 22 1/2, MJ SL = 54' E28 Elbow, 8% 45, MJ ; 6 � X39, SI = 2688.2 � E18 TB 10 266 UND ori W6 N2 N2 W8 � N3 d p 'p _�12 -H 0Vp 9 LF �a z m N m o i.- e a: 00 t0 to Tee, 8'x 8"x 6", MJ x MJ x Flg. t V) 217 LF 8„W 45 LF c , I! �N L0 E. STONEHAVEN ST. 0 45' xW P.C.C. Thrust Block (As required even if not shown) E18 TB 268 v X 119' TS p (�~8'S 40+00 106° c + � i�QN �_� LO ^ W �- �N E28 SC = 3$+65 W6 V) M N - ; TB SL = 54' = o + M Q' U O .L-. O. W m i X680 SI = 2688.7 26E NOTES 26i 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. RETAIN AND PROTECT EXISTING FIRE HYDRANTS, SEWER AND WATER SERVICES AND MANHOLES. RESET MANHOLES AND/OR 26 / METERS TO NEW FINISHED SIDEWALK OR NEW FINISHED STREET ELEVATIONS, EVEN IF NOT SHOWN. 3. CONTRACTOR SHALL FIELD—VERIFY THAT ALL SERVICES ARE EXISTING AS SHOWN, PRIOR TO PAVING OR CONCRETE CONSTRUCTION BEGINS. CONTRACTOR SHALL INSTALL ANY MISSING SERVICES AS NEEDED. 4. ALL SEWER SERVICES SHALL BE 4" UNLESS OTHERWISE NOTED. 5. ALL SEWER SERVICES SHALL HAVE A MINIMUM OF 2% GRADE TO PROPERTY LINE, IN ACCORDANCE WITH THE CURRENT CITY OF MERIDIAN STANDARDS FOR PUBLIC WORKS CONSTRUCTION. 26E 6. ALL WATER MAINS SHALL HAVE 4 FEET OF COVER. 7. CONTRACTOR SHALL RESTORE ALL OFFSITE DAMAGED AREAS TO ORIGINAL OR BETTER CONDITION. lb 4U 3b UU 35 bU 35 2U 34 SU 64--4 bU 33 35 60 3b--20 34--E B2 4 E8 Elbow, 8, 11 1/4% MJ VOa� E18 Elbow, 8', 22 1/2, MJ 0 E28 Elbow, 8% 45, MJ ; H Fre Hydrant Assembly Complete per Std. (W8) & (W9) D(bMNG G UND ori co r 0 d p 'p _�12 -H 0Vp AT SEWER LINE z m N m o i.- pipp tf� �_ 692 00 t0 to Tee, 8'x 8"x 6", MJ x MJ x Flg. M to tf) " CJ T16 Tee, 8'x 8"x 6', All Flg. c , I! �N L0 CO 00 (000 !! P.C.C. Thrust Block (As required even if not shown) Q U■CE 2 v M TS p TV 2 c + � i�QN �_� LO ^ N a�l¢"r�+• �t7i �- �N 1-r i W6 V) M N - ; > ro AT SEWER LINE = o + M Q' U O .L-. O. W m i X680 V -)g FINISHED ROUND � M Z d See Water Note No. 2 and Sewer Note No. 2 on the Title Sheet. ATS LINE (Adjust Water Line, As Needed, to Maintain Minimum Separation) 4 N NQ See Water Note No. 3 and Sewer Note No. 3 on the Title Sheet. X676 w N14' 1— 0 ; , X 00 x -a F- U) t1) U M CV N2 EXISTING AT SEWER GROUND UNE W :f ,, j II EXISTING GROUND N V' Li. n "=4' VERT 4 PROJ. l AT SEWER UNE vvmi fl v o , lo 2 c O U O_ 129.3 LF U ..V Q LL! I-- M A 8" PVC 0 0.50% M — V) LL it W to 00 G p + SHEETS/ 1 90104-SS.DWG I � In00 W� i v It O SMC)• r- N c Z Cn M M ,L N N ti O = C O O cfl co � V P, N I! Z = — 00 Co CO !! N N 2 E y \ � N � ; Mtn �SZp11AL °° S MO coz z z 00 co O'F G S. MORES TRAIL WAY WAY 16+40 36+00 35--60 35+20 34+80 34+4 34+40 0 >_700 27C 1-696 269 '_692 269 )_688 268 >_684 268 )_680 268 ?676 267 ?672 267 0 68 266 I5 bU 35 2U 34 SU 34--4u 34 UU 33 bU 33 35 60 3b--20 34--E B2 4 E8 Elbow, 8, 11 1/4% MJ VOa� E18 Elbow, 8', 22 1/2, MJ 0 E28 Elbow, 8% 45, MJ ; H Fre Hydrant Assembly Complete per Std. (W8) & (W9) S1 co r 0 d p 'p _�12 -H 0Vp �a== Double Metered Service Connection, I", with 3/4' Meters and z m N m o i.- pipp tf� �_ 692 o6 m+ m Tee, 8'x 8"x 6", MJ x MJ x Flg. 0 T16 Tee, 8'x 8"x 6', All Flg. c , Tee, 87x 8"x 8", All Flg. CO 00 (000 o P.C.C. Thrust Block (As required even if not shown) Q U■CE v z TS V � 11 TV 2 c + xW ++ LO ^ 1NISHED GROUND -- �- �N 1-r i W6 Water Main, 6' PVC, C-900 N - ; > ro AT SEWER LINE = o + M Q' U O .L-. O. W m i X680 V -)g -_ --� p '1-n ` U Q � � M Z d See Water Note No. 2 and Sewer Note No. 2 on the Title Sheet. rn 0,p LO tD N Ncc w (Adjust Water Line, As Needed, to Maintain Minimum Separation) p o O p N V N NQ See Water Note No. 3 and Sewer Note No. 3 on the Title Sheet. X676 w N14' 1— 0 rnLO X 00 x -a F- U) t1) U M CV N2 EXISTING AT SEWER GROUND UNE W :f ,, j II EXISTING GROUND N N ^ Li. n "=4' VERT 4 PROJ. ``' n AT SEWER UNE vvmi fl v o , lo 2 c O U O_ 129.3 LF U m of~O Q LL! I-- M A 8" PVC 0 0.50% — V) LL it W M it G p + SHEETS/ 1 90104-SS.DWG I � In00 W� i v .4. Cc r- N c Cn N O N N N ti O = C O O cfl co � I! Z = — ifl N N 2 E y \ � N � ; Mtn �SZp11AL °° S MO TAGU z z 00 O'F G .SIT WAY co °° ;5+60 35+20 34+80 34+40 34+00 33+60 33+2 R 0 1-700 M 1-692 '691 1-676 1-672 0 ?704 -du 38 4U 38 UU 3/ bU 61--20 36 80 36-40 36--00 35 60 3b--20 34--E B2 4 E8 Elbow, 8, 11 1/4% MJ VOa� E18 Elbow, 8', 22 1/2, MJ E28 Elbow, 8% 45, MJ ; H Fre Hydrant Assembly Complete per Std. (W8) & (W9) S1 Single Metered Service Connection, 1', with 3/4' Meter and 0 d p 'p _�12 3/4' Meter Setters, per Std.s (W1), (W2) and (W6). 0Vp �a== Double Metered Service Connection, I", with 3/4' Meters and z m S2 pipp tf� �_ 692 T7 Tee, 8'x 8"x 6", MJ x MJ x Flg. 0 T16 Tee, 8'x 8"x 6', All Flg. N � , Tee, 87x 8"x 8", All Flg. L o P.C.C. Thrust Block (As required even if not shown) Q U■CE See Water Note 1 on Title Sheet and ISPWC SD -403 z TS Tapping Sleeve, 8" TV co CN _�c U O N c + V6 LO ^ 684 V8 1-r F� o w W6 Water Main, 6' PVC, C-900 > ro 11 V) M Q' U O .L-. O. W m After Agency Has Closed Existing Valve "A", The Contractor Shall X680 V -)g Remove The Existing Blow—off And Thrust Block To Complete p '1-n ` U Q � The Interconnection As Shown. Z d See Water Note No. 2 and Sewer Note No. 2 on the Title Sheet. rn 0,p LO tD N Ncc w (Adjust Water Line, As Needed, to Maintain Minimum Separation) p o O p N V N3 See Water Note No. 3 and Sewer Note No. 3 on the Title Sheet. X676 w N14' 1— 0 rnLO z,o�oE!�o d U) t1) s M CV 0 =� ooc� V p .0 —Cnc, W :f ,, j II EXISTING GROUND N N ^ Li. n "=4' VERT DWG.DATE 03/11/19 PROJ. ``' n AT SEWER UNE vvmi u + ►M v o N 0 lo 2 c O U O_ U m of~O Q LL! I-- M U O Q — V) LL it r M it G p + SHEETS/ 1 90104-SS.DWG I U C C N E U 3 N N N d C O C .4. N c Cn N O N O = C O O FINISHED GROUND _ — AT SEWER UNE E y \ � N � Z Mtn �SZp11AL O'F G .SIT w V w w 4 ; LF 0.56%128.88 LF 8 PVC 0 0.55% 117.92 LF 8" PVC 0 o.55% 82.80 LF 8" RC I 0 0.56% LO LQ 07 t0 00 ^ z v N W N I I j r- N N a^C n `i v ,M d Z p Z II Z II N II N I It N CO ca Z N N 00 ° ao Z ? O 11 Z II It 00 A N a 0300_ -' A S MORES TRAIL AY c A °° F80 38+40 38+00 37+60 37+20 36+80 36+40 36+00 35+60 35+20 34+E R 0 1-700 M 1-692 '691 1-676 1-672 0 ?704 SEWER & WATER KEYNOTE LIST L ITEM DESCRIPTION 00o> A8 Adaptor, 8', Flg. x MJ )_700 B2 Blow—Off, 2', per Std. (W13), Including 8" Valve E8 Elbow, 8, 11 1/4% MJ VOa� E18 Elbow, 8', 22 1/2, MJ E28 Elbow, 8% 45, MJ X696 H Fre Hydrant Assembly Complete per Std. (W8) & (W9) S1 Single Metered Service Connection, 1', with 3/4' Meter and 0 d p 'p _�12 3/4' Meter Setters, per Std.s (W1), (W2) and (W6). 0Vp �a== Double Metered Service Connection, I", with 3/4' Meters and z m S2 3/4' Meter Setters, per Std.s (W1), (W3) and (W6). �_ 692 T7 Tee, 8'x 8"x 6", MJ x MJ x Flg. 0 T16 Tee, 8'x 8"x 6', All Flg. N � T26 Tee, 87x 8"x 8", All Flg. 688 O P.C.C. Thrust Block (As required even if not shown) Q U■CE See Water Note 1 on Title Sheet and ISPWC SD -403 z TS Tapping Sleeve, 8" TV Tapping Valve, 8' N M V6 Valve, 6" Gate, ng. x MJ 684 V8 Valve, 8" Gate, Flg. x MJ F� o w W6 Water Main, 6' PVC, C-900 W8 Water Main, 8' PVC, C-900 V) M Q' U O .L-. O. W m After Agency Has Closed Existing Valve "A", The Contractor Shall X680 N1 Remove The Existing Blow—off And Thrust Block To Complete p '1-n ` U Q � The Interconnection As Shown. N2 See Water Note No. 2 and Sewer Note No. 2 on the Title Sheet. o 3 v y c w (Adjust Water Line, As Needed, to Maintain Minimum Separation) p o O p N V N3 See Water Note No. 3 and Sewer Note No. 3 on the Title Sheet. X676 w ?672 V L +� O N Q c o F m 00o> p ''^^ _w_I Z VOa� 0 0 n a � 0 d p 'p _�12 H 0Vp �a== F z m C,6 ~ � " 0 C O- U Q. '0 Q N � •� a U L ♦� `n C' ` � N L � Q U■CE z W N M Q w i.i .Q -v .2 O F� o w aIni O 1-n N N N O O p d) C Q p �o V) M Q' U O .L-. O. W m z N0� LL p '1-n ` U Q � o 3 v y c w _ ! (0y p o O p N V z 00 C .T U O3 p_ o L p w 0 LL z,o�oE!�o d U) s 0 =� ooc� V p .0 W :f r-- CM) ED O o Q p O _ SCALE Li. 3 "=4' VERT DWG.DATE 03/11/19 PROJ. NO. 190104 W` a a o N ?�o�� SHEET 10 a.0 U C y lo 2 c O U O_ U m of~O Q LL! I-- 1 U O Q LL Z 0 E p G p + SHEETS/ 1 90104-SS.DWG I U C C N E U 3 N N N d C O C .4. N c N O N O = C O O - •V C E y \ � N � Z �SZp11AL O'F G .SIT ''^^ _w_I Z 0 0 n 0 z m C,6 ~ � w `•`' zC) w o O V) z W N M Q w z 0 W F� o w r) V) z z N0� LL w z w 0 U) r r- r-- CM) 0 LL SCALE 1 "=40' HORIZ 1 "=4' VERT DWG.DATE 03/11/19 PROJ. NO. 190104 z >O SHEET 10 OF 17 m of~O Q LL! I-- 1 O Q LL Z 0 SHEETS/ 1 90104-SS.DWG SEE SHEET S-3 SC = 44+01.35 SL=47' 1 SC = 45+01 N3 SI = 2691.2 SL = 38' Sl = 2690.7 N3 155° 112°93 ES TB 1 24 im S2 SSMH #SMC31 STA=44+01.35 SC = 43+49 SL = 37' Sl = 2691.4 SSMH #SMC30 STA=43+14.30 SC = 42+19 SL = 39' 17 SI = 2692.0 SSMH #SMC29` STA=42+04.38 16 S2 CP !� E8 TB `� 11 SC = 43+14.30 N3 SL = 48' 1,33, N3 = 2691.5 T 95' 158' 107 ES TB 0 d 11 LF S2 17' T16 A8 VS V6 H TB TB D .N -3 9 LF 0 N3 (SEE SHEET S-1 W I T 6.5' N3 SC = 42+47 SC = 38+08 SL = 37' 00 10 5' SI - 2691 8 12 13 SI = 2687.9 SC = 42+10.02 SL = 44' SI = 2692.1 SSMH #SMC28 STA=41 +40.41 6 PIRR TB TB H V6 T7 SSMH #SMC26 N3 SC = 38+32 STA=38+52.17 SL = 54' TB SI = 2688.2 o E18 TB M �3 E18 TB 10 N2 W6 3' E28 N2 s 9 LF N3 N .'� 8"W 217 LF 45 LF ��F "W .n E. STONEHAVEN ST. _ o 8 E1$ _ a5 �xeA TB 129'rc. 96' 41 0 8 40+00106' 119' E28 SC = 38+65 TB SL = 54' Sl = 2688.7 N3 N3 S2 SC = 41+40.41 SC = 40+58 SL = 36' SL = 40' SI = 2692.0 SI = 2691.1 15 14 BLOCK 3 6"PIRR- -- ------------------ ----- 270 27C 269 we" _!t 0.: 267 267 S2 SSMH ISMC27 SC = 39+73 SC = 39+15.12 STA=39+15.12 ck SL=40' SL=38' SI = 2690.0 SI = 2689.3 11 � 13 12 6"PIRR E.G. _ - E.G. - - -E.G_ - - E.G. - - - E. . - - -E.�" -- � -•-- 8 PIRR-E.� - - E.G..- 0 40 20 0 40 80 120 SCALE IN FEET HORIZONTAL SCALE 4 2 0 4 8 12 SCALE IN FEET VERTICAL SCALE SEWER 4U 44 UU 43 6U 43 ZU 42 bU 42 4U 41 UU 41 --bU 41-20 4U bU 4U 4U 40 UU 39 6U 39--20 38--80 38--40 38- 8- Single Metered Service Connection, 1". with 3/4" Meter and 4 4- 3/4" Meter Setters, per Std.s (W1), (W2) and (W6). Double Metered Service Connection, 1', with 3/4" Meters and S2 3/4" Meter Setters, per Std.s (W1), (W3) and (W6). T7 Tee, 8'x 8'x 6', MJxMJxFig. T16 Tee, 8"x 8"x 6", All Flg. T26 Tee, 8"x 8"x 80, All Ag. P.C.C. Thrust Block (As required even if not shown) 0 See Water Note 1 on Title Sheet and ISPWC SD -403 TS Tapping Sleeve, 8' TV Tapping Valve, 8' V6 Valve, 6' Gate, Fig. x MJ .� Valve, 8' Gate, Flg. x MJ W6 Water Main, 6' PVC, C-900 W8 Water Main, 8' PVC, C-900 DWG.DATE 03/11/19 After Agency Has Closed Existing Valve "A` The Contractor Shall N1 Remove The Existing Blow -off And Thrust Block To Complete Q - � The Interconnection As Shown. N2 See Water Note No. 2 and Sewer Note No. 2 on the Title Sheet. SHEETS/ 1 90104-SS.DWG (Adjust Water Line, As Needed, to Maintain Minimum Separation) ?_704 N3 See Water Note No. 3 and Sewer Note No. 3 on the Title Sheet. C> n LQ co CO OQ / � co ray NN.-= Q I�- 4II � N = 7� + aIi ao�N 7i N + L Q ?I'Iio N �JCO /Cn ^o 00 N N d��NV j // Cn 00 N et�(ny (�% �j ~ ^� g W fl "�� C N +M cO�QN wCn o _- - �--tet '00 -_ ; y ♦ J N2 LU 3 aOD f- W LU U) w 83. D5 LF wr) 4- -1--A2 LF "8' PNC 0 0.551 59.97 LF - tr 8 PVC ® 0,557. 221.29 LF 3 .-. 8' PVG 0.557 58.95 LF c �.,� 8" PVC 0.56% C) N d `- Z VAI ��W ' 8 N z II Z Z II � N z N II FII oo N up d- N p s N W O O Z I N ? N II o 00 am00 in tcc _ A z V > Z 11 ~ Z cc N M to cli co rn °D = co_ >� N 2 Z = z II II S N II 00� o zz O 00 00 ap S. LODGE TRAIL WAY E. STONEHAVEN STR ET F40 44+00 43+60 43+20 42+80 42+40 42+00 41+60 41+20 40+80 40+40 40+00 39+60 39+20 38+80 38+40 38- 0 40 20 0 40 80 120 SCALE IN FEET HORIZONTAL SCALE 4 2 0 4 8 12 SCALE IN FEET VERTICAL SCALE SEWER & WATER KEYNOTE LIST ITEM DESCRIPTION w o� Adaptor, 8", Fig. x MJ IA8 B2 Blow -Off, 2, per Std. (W13), Including 8' Valve E8 Elbow, 87, 11 1/4', MJ E18 Elbow, 8", 22 1/7, MJ E28 Elbow, 8", 45, MJ H Fre Hydrant Assembly Complete per Std. (W8) & (W9) S1 Single Metered Service Connection, 1". with 3/4" Meter and ~ 3/4" Meter Setters, per Std.s (W1), (W2) and (W6). Double Metered Service Connection, 1', with 3/4" Meters and S2 3/4" Meter Setters, per Std.s (W1), (W3) and (W6). T7 Tee, 8'x 8'x 6', MJxMJxFig. T16 Tee, 8"x 8"x 6", All Flg. T26 Tee, 8"x 8"x 80, All Ag. P.C.C. Thrust Block (As required even if not shown) 0 See Water Note 1 on Title Sheet and ISPWC SD -403 TS Tapping Sleeve, 8' TV Tapping Valve, 8' V6 Valve, 6' Gate, Fig. x MJ V8 Valve, 8' Gate, Flg. x MJ W6 Water Main, 6' PVC, C-900 W8 Water Main, 8' PVC, C-900 DWG.DATE 03/11/19 After Agency Has Closed Existing Valve "A` The Contractor Shall N1 Remove The Existing Blow -off And Thrust Block To Complete Q - � The Interconnection As Shown. N2 See Water Note No. 2 and Sewer Note No. 2 on the Title Sheet. SHEETS/ 1 90104-SS.DWG (Adjust Water Line, As Needed, to Maintain Minimum Separation) ?_704 N3 See Water Note No. 3 and Sewer Note No. 3 on the Title Sheet. ?_700 ?696 NOTES X692 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. RETAIN AND PROTECT EXISTING FIRE HYDRANTS, SEWER AND WATER SERVICES AND MANHOLES. RESET MANHOLES AND/OR METERS TO NEW FINISHED SIDEWALK OR NEW FINISHED STREET ELEVATIONS, EVEN IF NOT SHOWN. ?688 3. CONTRACTOR SHALL FIELD -VERIFY THAT ALL SERVICES ARE EXISTING AS SHOWN, PRIOR TO PAVING OR CONCRETE CONSTRUCTION BEGINS. CONTRACTOR SHALL INSTALL ANY MISSING SERVICES AS NEEDED. 4. ALL SEWER SERVICES SHALL BE 4" UNLESS OTHERWISE NOTED. 5. ALL SEWER SERVICES SHALL HAVE A MINIMUM OF 2% GRADE TO PROPERTY UNE, IN ACCORDANCE WITH THE CURRENT CITY OF MERIDIAN STANDARDS FOR PUBLIC WORKS CONSTRUCTION. 6. ALL WATER MAINS SHALL HAVE 4 FEET OF COVER. X684 7. CONTRACTOR SHALL RESTORE ALL OFFSITE DAMAGED AREAS TO ORIGINAL OR BETTER CONDITION. 00 2: O Ob p ij> n C � LL a U a > a Q> CU C O +'c-• N N N >�o> > W � c v U U (_5 rboao.w U- � •- W W cn �-•U Q 'b o QN 0(! J c Gi .a 5_ N = C•V i""'vEcs� z �� a'v o O E 1.L rn c# o Q 'rn M d' U O 5d W M ` v o •� v w� aE LL z O O y0 - 0 L O y c/)UO 3 'D N •c U_ •2 O 'O O j E .� c O s C v v .o a, �''o W� f 0 N '3 _ {•i Z v U U 'a p •� •O a.0 Boa Oo �a � QU _ O p' � U � G OC U h � O Ci pQ a O ; ,✓ D U N .� o v a°�i •� c 0 0 L � O 0 o c E v 3 ^ •� N O N N � � V fn y N O y� O W o f -.c y o C fn C N C v' v a o O h N N _tE N N O C N L b ir- voi oo o Z S$�pT1AL C�ZSTEh' f�L 3 to Q ��wmZ Zz zz F- wo�, Z V) W p Zc> z o o zZWaw In j Z m w 3 a w z zo it y. O Z � 0d - J OCz O � N �0000 �QON W W �0_` �QO Q 00 O 0at7 Q � LTJ C> Z � O 0 CD 0 LU _L r Z w o� 0 ?680 c~n Cr IL uj v zFj m - Q _ Z `: 41 C) LL' z o 0 _ w ~ CC W NQ� z __J U) ?676 0 LLJ �V) a, U r 0 co LL ?672 }. w J z0 SCALE 1"=40' 1"=4' 0 O DWG.DATE 03/11/19 CIL ?668 [Y1 Q - � O 0 Q SHEETS/ 1 90104-SS.DWG ILL z 0 00 2: O Ob p ij> n C � LL a U a > a Q> CU C O +'c-• N N N >�o> > W � c v U U (_5 rboao.w U- � •- W W cn �-•U Q 'b o QN 0(! J c Gi .a 5_ N = C•V i""'vEcs� z �� a'v o O E 1.L rn c# o Q 'rn M d' U O 5d W M ` v o •� v w� aE LL z O O y0 - 0 L O y c/)UO 3 'D N •c U_ •2 O 'O O j E .� c O s C v v .o a, �''o W� f 0 N '3 _ {•i Z v U U 'a p •� •O a.0 Boa Oo �a � QU _ O p' � U � G OC U h � O Ci pQ a O ; ,✓ D U N .� o v a°�i •� c 0 0 L � O 0 o c E v 3 ^ •� N O N N � � V fn y N O y� O W o f -.c y o C fn C N C v' v a o O h N N _tE N N O C N L b ir- voi oo o Z S$�pT1AL C�ZSTEh' f�L 3 to Q ��wmZ Zz zz F- wo�, Z V) W p Zc> z o o zZWaw In j Z m w 3 a w z zo it y. O Z � 0d - J OCz O � N �0000 �QON W W �0_` �QO Q 00 O 0at7 Q � LTJ C> Z � O 0 CD 0 LU _L r Z w o� 0 0 c~n Cr IL uj zFj m - Q _ Z `: 41 C) LL' z o 0 _ w ~ CC W NQ� z __J LLJ �V) LLJ Q CD j OJ LC !UJ V ) SCALE 1"=40' 1"=4' HORIZ VERT DWG.DATE 03/11/19 PROJ. NO. 190104 SHEET 11 OF 17 S-2 SHEETS/ 1 90104-SS.DWG N PAVEMENT REPAIR NOTES ACTUAL FIELD CONDITIONS DURING TRENCHING MAY REQUIRE ADDITIONAL PAVEMENT REPAIR BEYOND THE LIMITS SHOWN ON THE PLAN. THE FOLLOWING CONDITIONS ARE LISTED IN SECTION 6000 OF THE ACHD POLICY MANUAL 1. ALL ASPHALT MATCH LINES FOR PAVEMENT REPAIR SHALL BE PARALLEL TO THE CENTERLINE OF THE STREET AND INCLUDE ANY AREA LDAMAGED 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 MATCH LINE DOES NOT FALL WITHIN THE WHEEL PATH OF A LANE. MATCH UNE 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 DISTRICT STAFF BEFORE CONSTRUCTION BEGINS. TBQ�� N TS ....... / 1 30 LF �s SIV N4 i N2 Q: soh / N2 Wg SC = 49+43.81 SL = 50 K' <�-., o ° TB SI = 2688.8 E8 Q � cF� TB .� N3 1 TB S H SSMH #SMC33 4 STA=49+43.81 109 W6 9 �' \ SC = 48+93 11 LF SL = 54' 24SI = 2689.0 S7 SC = 49+43.81 N3 / SL = 39' N3 ES TB SI = 2688.8 4 S2 l 23 TB E8 SC = 47+83 SL = 48' N3 SI = 2689.5 SC - 48+37 �x a SL = 42' oo ` SI = 2689.3 TB �A�p ` E8 BLOCK 6 7 22 164' ` 6'A/ `,�� SC = 46+32 ��' SSMH #SMC32 ' STA=47+38.01 SC = 47+28 SL = 37' N3 Sl = 2689.8 S2 21 BLOCK 3 SL 53 SI = 2690.2 TB N3 TB 8 H S2 V6 T7 SC = 45+44 SL = 53' W6 SI = 2690.5 \ 9 LF N3 9 8� SC = 44+60 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 (INCLUDING DRIVEWAY APPROACHES AND UTILITY CUT STREET REPAIRS) WITHIN ACHD RIGHT-OF-WAY TO MATCH THE EXISTING STREET PAVEMENT SECTION OR TO USE THE FOLLOWING: PRINCIPAL ARTERIAL ROADWAYS SHALL BE SP -3, 0.50 �i MIX, PG 64-28 FIVE INCHES (51 THICK, AS A MINIMUM WITH 4" OF -' BASE AND 25' OF 6' MINUS PIT RUN. MINOR ARTERIAL ROADWAYS SHALL BE SP -3, 0.50 INCH 01 MIX, PG 64-28 FIVE INCHES (5") THICK, AS A MINIMUM WITH 4' OF Y4" BASE AND 25' OF 6' MINUS PIT RUN. COLLECTOR, LOCAL COMMERCIAL, AND LOCAL INDUSTRIAL ROADWAYS SHALL BE SP -3, 0.50 INCH N"} MIX, PG 64-28 THREE INCHES (31 THICK, AS A MINIMUM WITH 4" OF %� BASE AND 20" OF s' MINUS PIT RUN. LOCAL RESIDENTIAL. ROADWAYS SHALL BE SP -3, 0.50 INCH (k'� MIX, PG 58-28 TWO AND A HALF INCHES (2.51 THICK, AS A MINIMUM WITH 4" OF -" BASE AND 14" OF 6' MINUS PIT RUN. 2. CONTRACTOR SHALL RETAIN AND PROTECT ALL EXISTING UTILITIES, EVEN IF NOT SHOWN. COORDINATE ALL WORK WITH UTILITY COMPANIES INCLUDING BUT NOT LIMITED TO IDAHO POWER CO., INTERMOUNTAIN GAS CO., CABLE ONE AND CENTURY LINK TELEPHONE. 3. 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. 2 270 270 269 269 • O, 267 267 266 i \Q� 40 20 0 40 80 120 SCALE IN FEET HORIZONTAL SCALE 4 2 0 4 8 12 SCALE. IN FEET VERTICAL SCALE 6U 49 SC = 46+21 8U 48--4u 48 SL=38' 41--20 24 SI = 2690.2 46--00 4b--60 45 20 44--80 44--40 44--00 43 - 20 4 C t , a) 4E'a N N z�� \{/ O U C U 0 C COD y apo.- C' U V w N NN C (n T a � U N N 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 Z UNDERGROUND UTILITIES. DIG UNE TELEPHONE NUMBER IS 1-800-342-1585. LLo 2. RETAIN AND PROTECT EXISTING FIRE HYDRANTS, SEWER AND WATER SERVICES AND MANHOLES. RESET MANHOLES AND/OR V) METERS TO NEW FINISHED SIDEWALK OR NEW FINISHED STREET ELEVATIONS, EVEN IF NOT SHOWN. 3. CONTRACTOR SHALL FIELD -VERIFY THAT ALL SERVICES ARE EXISTING AS SHOWN, PRIOR TO PAVING OR CONCRETE CONSTRUCTION BEGINS. CONTRACTOR SHALL INSTALL ANY MISSING SERVICES AS NEEDED. _ 4. ALL SEWER SERVICES SHALL BE 4' UNLESS OTHERWISE NOTED. � 5. ALL SEWER SERVICES SHALL HAVE A MINIMUM OF 2% GRADE TO PROPERTY LINTY IN ACCORDANCE WITH THE CURRENT CITY O w z OF MERIDIAN STANDARDS FOR PUBLIC WORKS CONSTRUCTION. 6. ALL WATER MAINS SHALL HAVE 4 FEET OF COVER. rri 7. CONTRACTOR SHALL RESTORE ALL OFFSITE DAMAGED AREAS TO ORIGINAL OR BETTER CONDITION. SL 53 SI = 2690.2 TB N3 TB 8 H S2 V6 T7 SC = 45+44 SL = 53' W6 SI = 2690.5 \ 9 LF N3 9 8� SC = 44+60 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 (INCLUDING DRIVEWAY APPROACHES AND UTILITY CUT STREET REPAIRS) WITHIN ACHD RIGHT-OF-WAY TO MATCH THE EXISTING STREET PAVEMENT SECTION OR TO USE THE FOLLOWING: PRINCIPAL ARTERIAL ROADWAYS SHALL BE SP -3, 0.50 �i MIX, PG 64-28 FIVE INCHES (51 THICK, AS A MINIMUM WITH 4" OF -' BASE AND 25' OF 6' MINUS PIT RUN. MINOR ARTERIAL ROADWAYS SHALL BE SP -3, 0.50 INCH 01 MIX, PG 64-28 FIVE INCHES (5") THICK, AS A MINIMUM WITH 4' OF Y4" BASE AND 25' OF 6' MINUS PIT RUN. COLLECTOR, LOCAL COMMERCIAL, AND LOCAL INDUSTRIAL ROADWAYS SHALL BE SP -3, 0.50 INCH N"} MIX, PG 64-28 THREE INCHES (31 THICK, AS A MINIMUM WITH 4" OF %� BASE AND 20" OF s' MINUS PIT RUN. LOCAL RESIDENTIAL. ROADWAYS SHALL BE SP -3, 0.50 INCH (k'� MIX, PG 58-28 TWO AND A HALF INCHES (2.51 THICK, AS A MINIMUM WITH 4" OF -" BASE AND 14" OF 6' MINUS PIT RUN. 2. CONTRACTOR SHALL RETAIN AND PROTECT ALL EXISTING UTILITIES, EVEN IF NOT SHOWN. COORDINATE ALL WORK WITH UTILITY COMPANIES INCLUDING BUT NOT LIMITED TO IDAHO POWER CO., INTERMOUNTAIN GAS CO., CABLE ONE AND CENTURY LINK TELEPHONE. 3. 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. 2 270 270 269 269 • O, 267 267 266 i \Q� 40 20 0 40 80 120 SCALE IN FEET HORIZONTAL SCALE 4 2 0 4 8 12 SCALE. IN FEET VERTICAL SCALE SL = 53' SI = 2690.9 N3 9�- TB E8 S2 10 SC = 44+01.35 SL = 47' SC = 45+01 SL = 38' N3 SI = 2691.2 SI = 2690.7 N3 112• E8 TB 155' 93• 19 C5 \ 4 6A SSMH #SMC31 STA=44+01.35 \ �'r E8 TB �' 11 \ •? SL = N3 48+14.30 (SEE SHEET S72 MW DESCRIPTION A8 Adaptor, 8", FIg. x MJ B2 Blow -Off, 2% per Std. (W13), Including 8" Valve E8 Elbow, 8", 11 1/4, MJ E18 Elbow, 8, 22 1/7, MJ E28 Elbow, 8", 45% MJ H Fire Hydrant Assembly Complete per Std. (W8) & (W9) S1 Single Metered Service Connection, 1", with 3/4' Meter and 3/4" Meter Setters, per Std.s (W1), (W2) and (W6). S2 Double Metered Service Connection, 1", with 3/4" Meters and 3/4" Meter Setters, per Std.s (W1), (W3) and (W6). Install 16" AWWA C-905 Sleeve for 8" Water Main Thru Existing Seepage Bed. Sleeve Shall Have SLV 1.5' Min. Separation Below Existing 12" SD Pipe And Have Both Ends Sealed With Expanding Polyurethane Foam. Sleeve Shall Extend A Minimum Of 10 Feet Past Edges Of Seepage Bed. T7 Tee, 8"x 8"x 6", MJ x MJ x Ag. T16 Tee, 8"x 8"x 6% All Ag. T26 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 TS Tapping Sleeve, 8' N 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 N1 After Agency Has Closed Existing Valve "A", The Contractor Shall 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. Contractor Shall Pothole Existing Storm Drain Seepage Bed And 12" Pipe And Notify Engineer With N4 Existing Elevations Prior To Installation Of 8' Water Main and 16" Sleeve. Contractor Shall Replace Seepage Bed To Original Condition Or Better. ACHD And Meridian City Shall Inspect Crossing And Repair. 6U 49 ZU 46 8U 48--4u 48 00 41--60 41--20 46--80 46--40 46--00 4b--60 45 20 44--80 44--40 44--00 43 - 4 C t , a) 4E'a N N z�� \{/ O U C U 0 C COD y apo.- C' U V w N NN C (n T a � U N N _ U J CL Z c� LLo 'o V) c D 3 N a. o CN N _ cwpNU z m � o E C >' O w z z � J n rri y 4J O 6n N O I1. rnC30co2 mix m Q Q Q 6= n- LU IN4 N F� fW- OJ C a N N d 'a Z oAWo r 2 O cn co Ln LO Q CO 0 fYZ 00 (nom � 3v � O N O O V OR N M_ 0 O C N d CTD M 001 N N O c6 ro � FINISHED GROUND 'a N r O N aa �0 OLL L to a a N it 1 "=40' HORIZ 2704 M N oo g `� r'` 0 DWG.DATE 03/11/19 PROD. NO. 190104 Z Cn tt + � �tx a tt SHEET 12 OF 17 AT SEWER LINE L O t N U N d N C C Q V C Q 111 w Ln 15 aU -v LL vNi co ¢ v, I» N 110 It N� + U C N W 2700 W tl Cj N 04) a O 3.N+ OLIN � � � N •U C Q L L iv U �, y = C 2696 a Ar •U mi H ` 3 w = Na V N CO W o c o a a -la 'j = O a 20 2692 N=� -tea c o o y m a E N \O N N O Z 2688 ATS UNELLJ kq 2684 'Lrt/1 W 2680m��o wm o�T�W Z U Z Z o Z�orz 0 2676 CD zZZaw (n 3 www Z M m 3 Woo z � 2672 V) Czo 201.0 LF y o t � � N � I w ©_ ^ Co I 266s 8" PVC 0.70q W X Xo0 332.66 "-.., 8' PVC 55y, 83. PVC I cd co � �0� 3 N v� N N CO 11 N O O 11 Z Z It p OUi CO Z Z v Z U y COD N N O v O 03 N Z tt II C'4 GO O N co N II N _ 0000 z p 1L II t- `CO L 2 S. LODGE TRAIL WAY .9+60 49+20 48+80 48+40 48+00 47+60 47+20 46+80 46+40 46+00 45+60 45+20 44+80 44+40 44+00 431 SL = 53' SI = 2690.9 N3 9�- TB E8 S2 10 SC = 44+01.35 SL = 47' SC = 45+01 SL = 38' N3 SI = 2691.2 SI = 2690.7 N3 112• E8 TB 155' 93• 19 C5 \ 4 6A SSMH #SMC31 STA=44+01.35 \ �'r E8 TB �' 11 \ •? SL = N3 48+14.30 (SEE SHEET S72 MW DESCRIPTION A8 Adaptor, 8", FIg. x MJ B2 Blow -Off, 2% per Std. (W13), Including 8" Valve E8 Elbow, 8", 11 1/4, MJ E18 Elbow, 8, 22 1/7, MJ E28 Elbow, 8", 45% MJ H Fire Hydrant Assembly Complete per Std. (W8) & (W9) S1 Single Metered Service Connection, 1", with 3/4' Meter and 3/4" Meter Setters, per Std.s (W1), (W2) and (W6). S2 Double Metered Service Connection, 1", with 3/4" Meters and 3/4" Meter Setters, per Std.s (W1), (W3) and (W6). Install 16" AWWA C-905 Sleeve for 8" Water Main Thru Existing Seepage Bed. Sleeve Shall Have SLV 1.5' Min. Separation Below Existing 12" SD Pipe And Have Both Ends Sealed With Expanding Polyurethane Foam. Sleeve Shall Extend A Minimum Of 10 Feet Past Edges Of Seepage Bed. T7 Tee, 8"x 8"x 6", MJ x MJ x Ag. T16 Tee, 8"x 8"x 6% All Ag. T26 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 TS Tapping Sleeve, 8' N 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 N1 After Agency Has Closed Existing Valve "A", The Contractor Shall 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. Contractor Shall Pothole Existing Storm Drain Seepage Bed And 12" Pipe And Notify Engineer With N4 Existing Elevations Prior To Installation Of 8' Water Main and 16" Sleeve. Contractor Shall Replace Seepage Bed To Original Condition Or Better. ACHD And Meridian City Shall Inspect Crossing And Repair. po 00C) dC E N O Oa a C N O O 'CT LJ_ '�:, v > apa C t , a) 4E'a N N z�� \{/ O U C U 0 C COD y apo.- C' U V w N NN C (n T a � U N N _ U J CL Z c� LLo 'o V) c D 3 N a. o N _ cwpNU z m °� o E C >' O w z z � J TC) y 4J O 6n N O I1. rnC30co2 mix m Q Q 6= n- LU IN4 N F� fW- OJ C a N N d 'a Z oAWo r 2 O cn w U) Q fYZ 00 (nom � 3v z 1 Lir V 0 O C N d CTD DU � 'a N r O N aa �0 OLL w = 1 "=40' HORIZ 2704 0 DWG.DATE 03/11/19 PROD. NO. 190104 Z SHEET 12 OF 17 I- 0 co L O t N U N d N C C Q V C Q 111 w Ln 15 aU -v LL ZQ a O N U 110 OpaN--�a N U C N SHEETS/ 1 90104-SS.DWG 2700 a O 3.N+ OLIN � � � N •U C L iv U �, y = C 2696 a Ar •U mi H ` 3 w = Na V N CO W o c o a a -la 'j = O a 20 2692 N=� -tea c o o y m a E N \O N N O Z 2688 kq 2684 2680m��o wm o�T�W Z U Z Z o Z�orz 0 2676 CD zZZaw (n 3 www Z M m 3 Woo z � 2672 Czo y o t � � N � ©_ ^ Co 266s W X Xo0 po 00C) Qz� ca �W� W z�� a� N o O -a a J Z c� LLo z m °� � w z z � J TC) _< z rr Li a vs IN4 N F� fW- OJ Z oAWo r 2 O cn w U) Q W W z 0 CTD OLL 0 SCALE 1 "=40' HORIZ 1 "=4' VERT 0 DWG.DATE 03/11/19 PROD. NO. 190104 Z 0 SHEET 12 OF 17 0 a FM Q 111 S-3 LL Z o SHEETS/ 1 90104-SS.DWG 0 40 20 0 40 80 120 SCALE IN FEET RETAIN AND PROTECT EXISTING TREES 4 T� O/ 7/ / 17.00 LF 15" PVC 0 0.00% RETAIN AND PROTECT EXISTING SEEPAGE BED �e , NOTES: 1. ALL TREES MUST BE OFFSET A MINIMUM OF 10 -FEET FROM ALL STORM DRAIN FACILITIES. 2. CONTRACTOR SHALL CALL ACHD FOR INSPECTION OF THE STORM DRAIN SYSTEM. ACHD INSPECTOR SHALL BE ON-SITE DURING SEEPAGE BED INSTALLATION. 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. 4. ALL PIPES CALLED OUT AS PVC (EXCLUDING AWWA C-900 OR AWWA C-905) MAY BE PVC ASTM D 3034 (SDR35) OR ADS N-12HP. 5. SEEPAGE BEDS SHALL HAVE A MINIMUM OF 1.5' OF COVER. 6. SEE SHEET DT -1 FOR SEEPAGE BED DETAILS AND BED MONITORING WELL LOCATIONS. i 15" INV= 2690.25 i MW #3P-1 N= 688110.5 :.: E= 2462631.2 / 18" INV= 2689.20 119.00 LF 15' PVC (PERFORATED) 0 0.00. 119.00 LF 18' PVC (TOP -HALF) PERFORATED 17.00 LF 18° PVC Fa n nnoz 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 MW= MONITORING WELL PER ACHD SUPPLEMENT TO THE ISPWC SD -627. SEEPAGE BED #3P DATA DI #3P-1 STA. 48+17.82, 15.5' LT INLET CATCH BASIN, TYPE IV, (FOR ROLLED CURB) ACHD SUPPLEMENT TO ISPWC SD -604A, WITH 1' SUMP GRATE = 2693.24 12" INV. OUT = 2690.50 30.17 LF OF 12" AWWA C-900 PVC @ S=-0.66% TO DI #3P-2 Q(2)= 0.49 cfs V(2)= 983 cf Q(25)= 1.30 cfs V(25)= 2608 cf 0100)= 1.90 cfs V(100)= 3629 cf DI #3P-2 STA. 48+17.82, 15.5' RT INLET CATCH BASIN, TYPE IV, (FOR ROLLED CURB) ACHD SUPPLEMENT TO ISPWC SD -604A, WITH 1' SUMP GRATE = 2693.24 12" INV. IN = 2690.30 15" INV. OUT = 2690.05 4.25 LF OF 15" PVC 0 S=-2.35% TO MH #3P-1 Q(2)= 0.45 cfs V(2)= 889 cf Q(25)= 1.20 cfs V(25)= 2360 cf 0100)= 1.72 cfs V(100)= 3283 cf MH #3P-1 STA. 48+17.82, 22.5' RT 48"0 STORM DRAIN MANHOLE (SHALLOW MANHOLE TYPE I, RAISED INVERT & PRECAST BASE, SHEET DT -1), WITH 2' SUMP RIM = 2693.60± (MATCH SIDEWALK) 15" INV. IN= 2689.95 18" INV. OUT= 2689.20 17 LF 18" PVC S=-0.00% TO SB #3P 18" INV. @ SB# 3P-1= 2689.20 15" INV. OUT= 2690.50 3 LF 12" PVC S=-5.00% (OVERFLOW) TO MH #3P-2 MH #3P-2 STA. 48+24.82, 22.5' RT 48"0 STORM DRAIN MANHOLE (SHALLOW MANHOLE TYPE 1, RAISED INVERT & PRECAST BASE, SHEET DT -1), WITH 2' SUMP RIM = 2693.64± (MATCH SIDEWALK) 15" INV. IN= 2690.35 15" INV. OUT= 2690.25 17 LF 15" PVC S=-0.00% TO SB #3P 15" INV 0 SB# 3P= 2690.25 SEEPAGE BED #3P-1 15' W x 125' L x 9' D TOP OF ROCK = 2692.00 BTM OF ROCK = 2683.00 119 LF 18" PVC (TOP -HALF PERFORATED) 0 0.00% 119 LF 15" PVC (PERFORATED) 0 0.00% PERCOLATION RATE = 1 "/hr HIGH GROUND WATER BELOW = 2677.0± SEE SEEPAGE BED DETAILS ON SHEET DT -1 O U co O °) U O M LL C:) J > z O O w D 0.' m Q LLI 00Q LL z 0 ..�.+ O U N E 2 00 c a s> LL U _ 2 O E E -c T /�� W .i,'.^+ E U C O N p .: N m N Li � v) O . n 0= vi m v c c V m" ur v o c ♦J ..L.. V O N N .e W(1) c c y n 'O N c L N N c c N b _v _ c:.- Et. 0, W . �' o N T L v �' N �aci CL �,�,000v,c � C 3 C•� O O mCk: U O .."C.+ n W -co o ».- v� 2� o_A 0 OO O •s O L O� to o •- E E. U N- o m > O`j �+ O O N U O W u > I O O C d O � N _ O � O � O - O •VC Ro c c V C i O O Z O D U -2 p n o CL O m U IL 0 E AR V) U O c O V O N QU s U y N O Q O At p S O 3,.N.. OLIN -co O N = N ..T. { c E c_> n E s o'c I-� o C ` V U5 o E a FF- U t D U ! a L5 5 C va> N O 0 Q) E v z Z • LuLi o am oz� Boz VS ~ M W rI~ o Q~ U W Ld 00 N rn 00 ��o x �o V) C) oo 0 0 Qz.o' �Lq0 w0 Zoo rn � N o O L CL SCALE 1'=40' z Q 0 rz OO Cn DWG.DATE 03/11/19 PROJ. NO. 190104 SHEET 9 OF 17 SD -1 190104-SD.DWG toe r w �ZOJ Q w=; 0 N m z pax iz Zz�ZZ < 0 CDz�cz Jc� C) z z Z z a w pzmm� = w z oz Z • LuLi o am oz� Boz VS ~ M W rI~ o Q~ U W Ld 00 N rn 00 ��o x �o V) C) oo 0 0 Qz.o' �Lq0 w0 Zoo rn � N o O L CL SCALE 1'=40' z Q 0 rz OO Cn DWG.DATE 03/11/19 PROJ. NO. 190104 SHEET 9 OF 17 SD -1 190104-SD.DWG a Q a e ° -- -- 4 - - - -- v -°_ d' ° 19+44.02 19+22.02 u, (. . 2685.75 VC 2685.66 VC E. TACONIC DR. \ _ LIP \ \ ` 2685.33 LIP 2685.24 LIP 2685.33 LIP 2685.24 n , 2685.75 VC 2685.66 VC 4 d- �, v - .. - \ \ ` 19+47.94 :' -_-`-- -+ 0 2685.77 VC 22' -O 8PlRR- - 2685.35 LIP � �n O BAf 203 � � f; �-2685.34 LIP -- h - BACKFLOW -}-6GlRR:. ::: 2686 HIGH POINT I C14� \ �G� \ \ CMSEL Y TIG _ , 2685.76 VC ::T: •..... PREIENTER --► 2685.17 LIP F� ELEV-2696._ 19+53.18 PIRR 19+ 12.85"" ®' 6 PlR - T �68� P -'.: - 2688 = 2585.33 VC W W ,.. \ \ 6 "`"� 1 2685.17 LIP - -. Lo 20'R - ► `� \ 9 ® .2685.33 LIP .. © RI..41R �Al 2687... . 20 R \ - - 0 - . a 2585.71 VC 2585.67 VC 2585.52 _ _ _ _ _ . VC 2585.48 VC - y 2685.29 LIP - - ^. .r---- 57 f 2685.06 LIP - - - � f- --- ____ ____ - • •' .................................................... ....... GRD BRK o �` .......... . ... 1 0 • • • A : -� �6 �� E, TACONIC liR:.............. �6 Cl �6- �6..i.... \ \� • SCL 66s g 6s> �, es a +i 26 �s o & �9 689 �o �9 SCL aa. o E. TACONIC DR. o ---------EP-----------------. -.-..-. �i 8+ -_> �E+-2685. os+' ��-6�+----1-26- i �' - - -+-+- - -.. EP _ -EP _. - - - . . co - . . - . �� 6`p6 '- ��6d's o 266,SA a, ds 26�s 26�s a' "' 4.98........ ... <'6�� ...... oo • 2�6d'sy n �6�9 S� p1 I co �.n .. . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . ----- - - -- - -- -------- -- - - - - ---- - - - - - - _ -- -- _--- ---- - -- --- - - --- --- - ----..........- --- - - ---- \ \ . - � -B� _ _ •s> '.�6 ->s 26 "�...-....:. ?IBS - - - `r'9�C '� � �C •� j_ p6, O ........... -n-Ela.,! -3E � �f � ..�.. �f- jE f� - - --- --- - - - ---- --- --- --- P- :::: 0.40 .. .................................... ... A. ............................ Q.40q ........................ -EP . _ • • ?600 57'± • - :: 4-A - • ?68oaf" ............................... .. ............... • ......... 69 i y ........ .... ... .. ...... .. .. -..-.- -.- ... . ?6 - _ ._ ................ ......... . -. . 2 -.-.-..- . ... 2686 - - 6 - - 86 E 2 - _ - - - 2686. _ ............... _- 1"", 686 1 %0 .......... ....8670............................_. .?66 168 _..._........._.......... 4:0:.....- ................ ................................ ........... ... Sp..:........ 2 ................. c _ ... ....... _ ..... ...... 8........... �............ 686 ........ 68 B 66- -- 2.......... 2 \ 6 - .............. . ^ >E/..• ,,.•• ...-. � �-....... _.. _ ....... 2 1686 8668 8666 _ . .0 .. . .. 1 - - - i /.... ,... °fo...I ..... �.................... _ X16 .6,p -- �- �. ..� t-� i/ •Q.�J. ._........... ..... .-.. ... 86,2 ...,..wc.. �6 - a ............... -*........ - 2 zs87 777 86 / ..... • 6 16 .� j �.�� > a ...... /....':.:'.86'>>::;.::...,a. 86.9 11� \ o o s €� 16 .. ... o•... ,�;::......:.::.....� .•.. -8 - - � .. .......................... ......................2687.... ............................. B................ 6 ?s62 .. .. 684.381 C N .. �9 / 4c•........ .............. 19+64.95 +.........- .. 2684:66 00 :.B:PI,R.-...... �- _...8 _ 17 0..... �� i- �68�?s: 20+00 685.7 VC i8+50 18+17.71 / 4 44 LIP 2684 24 LIP Plh'R . i ::::•' i..:: !�,:::`,...........:::::: 2 3 19+14.69 2685.26 VC 2685.13 VC 268 M LI 2685 52 VC ITCH EXISTING ,� ?6B �� :: �:......... X268 ' :::..... 20+50 2685.88 VC 2685.31 LIP L..... .... .... TRAFFIC CALMING DETAIL 69� :._ :• ��6 2686.09 VC 2685.46 LIP GRD BRK 2684.84 LIP 2684.71 LIP \ BIORETENTION CURB EXTENSION ?696 / s268�ss 2685.67 LIP 19+04.69 II 21+00 19+61.35 SEE 2017 ACRD STORMWATER DESIGN 2686.31 VC 2685.71 VC 2685.48 VC 2685.06 LIP I I GUIDELINES PER STD. DWG. BMP 32. 2685.89 LIP 2685.29 LIP A I 268] o '' ' 2s8�2o' . ..21+50 1 „� 20, 19+51.35 .i.... 2686.52 VC ;...:: 22685.67 VC I I �� SX/ ::• /...... B8Z94 .- 22+00 2686.10 LIP SCL \ ��/ :,• / 2686.74 V . ::. I I ,.... 2686.32 LI 168758 . 22+50 j ?687, > �6 2se�87 2686.96 VC �6 •. 2686.54 LIP .-.•. ?68¢2 � 23+00 s I .. �................ ...... 2687.17 VC 2686.75 LIP .......... ?687.26,{x/ : O --- 687.95.,,688. >O 23+50 \ (I 2687.39 VC 2686.97 LIP \ 23+74.34 2698.44268 2687.49 VC 868 j <ci / 2687.07 LIP ........................2685 ...... 23+80.22 PVC .................................. 24+00 2687.63 VC 2687.52 V 26$7.10 LIP ............. C1 ! 1689.13 .�6 2687.21 LIP d. `. � i 2689.45 24150 40 20 0 40 so 120 2x88 xo 2688.11 VC �6 /.........9� 2687.69 LIP / SCALE IN FEET : ... 2 25+00 6'� �i✓ -. .x' 690.08 ` /• . : y.......�, �-2688.90 VC SCL / ,= • ` . 2690.27 2688.48 LIP ?689]4 i .. ......./ j 25+50 /.. 2689.98 VC `O�CF �/ .. - �� :.. 2689.56 UP d/ / ... 7691.53 FL=2692.35 269> T9j�xoo ,'/ `L11�° .:� 1 � 26+02.04 � 2s9>18j/ 2691.42 VC STREET KEYNOTE ITEM LIS STREET NOTES: X2691.00 LIP ` !O� FL=2692.82 C1 26 �r9 26+12.81 REM DESCRIPTION 1. MINIMUM 2 ASPHALT CUT UNE ALL ASPHALT REPAIR SHALT. MEET ISPWC STANDARD DRAWINGS, SD -301, SD -303 AND /- :' N FL=2693.39 691.84 2692.81 2691.79 VC INSTALL TYPE III BARRICADE PER ACHD SUPPLEMENT TO ISPWC SD -11328 AND INSTALL A SIGN STATING SD -806. CONSTRUCT ALL PAVEMENT MATCHES (INCLUDING DRIVEWAY APPROACHES AND UTILITY CUT STREET REPAIRS) �, �� 269192 2691.37 LIP B1 THAT 'IHIS ROAD WILL BE EXTENDED IN THE FUTURE". COORDINATE SIGNAGE WITH ACRD STAFF.WITHIN ACHO RIGHT-OF-WAY TO MATCH THE EXISTING STREET PAVEMENT SECTION OR TO USE THE FOLLOWING: PRINCIPAL Fl=2693.94 �d , 48+82.82 PC ARTERYL. ROADWAYS SHALL BE SP -3. 0.50 01 MIX. PG 64-28 FIVE INCHES (51 THKX AS A MINIMUM WITH 4 OF 48+77.18 _ BASE AND 25' OF 6' MINUS PIT RUN. MINOR ARTERIAL ROADWAYS SHALL BE SP -3, 0.50 INCH Nwl MIX, PG 64-28 2692.22 VC - INSTALL TYPE II BARRICADE AT THE END Of SIDEWALK PER ACHD SUPPLEMENT TO ISPWC SD -1132A, FL=2694.52 \ 19 sy d• �� 2692.92 VC : FL=2691.74 62 PER MUTCD PROVISIONS SECTION 60.02. THE BARRICADE SHALL INCLUDE A KICK PLATE AT THE BASE R-2692.44 O OF THE SIGN TO PROVIDE CANE DETECTION. FIVE INCHES (51 THK:K, AS A MINIMUM WITH 4" OF" BASE AND Z5' 6' MINUS PIT RUN. COLLECTOR, LOCM. co N2 allMQAL, AND LOCAL MOW W. ROADWAYS SHALL BE SP -3, 0.50 10 NJ MIX, PG 64-28 THREE INCHES (31 x0': FL=2693.26 `J� 83 REMOVE EXISTING BARRICADE AND RE -USE IF POSSIBLE. THK:K, AS A MINIMUM WITH C OF Y4' BASE AND 20' OF 6' MINUS PTT RUN. LOCAL. RESIDENTWL ROADWAYS SHALL BE 48+82.71 PC fl -7 / FL=2693.33SP-3, 0.50 INCH Q¢') MIX, PG 58-28 TWO AND A HALF INCHES (2.51 THICK, AS A MINIMUM WITH 4' 34 BASE AND 2695.81 VC /`'69� , �: ,�s� 48+52.82 PG ` Cl CONSTRUCT CONCRETE VERTICAL CURB AND GUTTER: PER ACRD SUPPLEMENT TO ISPWC SD -701 14 OF 6' MINUS PIT RUN. FL=2695.33 2693.92 VC SCL FL=2693.44 C2 CONSTRUCT CONCRETE ROLLED CURB AND GUTTER PER ACHD SUPPLEMENT TO ISPWC SD -702. 2. CONTRACTOR SHALL RETAIN AND PROTECT ALL EXISTING UTILITIES, EVEN IF NOT SHOWN. COORDINATE ALL WORK 48+82,71 2693.2] , �• HIGH POINT WITH UTILILRY COMPANIES INCLUDING BUT NOT UMITED TO IDAHO POWER CO.. INTERMOUNTAIN GAS CO., • ' C4 : � `� 48+17.82 C4 CONSTRUCT CURB TRANSITION, VERTICAL CURB TO ROIlID CURB. SEE SHEEP DT -1 FOR DETAIL CABLE ONE AND CENTURY LINK TELEPHONE. 2695.98±5. VC 26'9559 2693.51 CONSTRUCT CURB TERMINUS, PER ISPWC SD -707. FL=2695.501 C5 MATCH EXISTING - LOW_ POINT 3. THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND EXISTING Z OQ`�'� '� C2 48+01.82 TRAFFIC CALMING BIORETENTION CURB EXTENSION (57'1 TOP BACK OF CURB LENGTH): PER 2017 DRAWINGS. THE CONTRACTOR StNALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTilf[tES BEFORE 2693.58 C6 FL=2693.57. `: UI ��, ti ACHD STORMWATER DESIGN G DEUNES, STD. DWG #BMP 32 do DETAIL, THIS SHt�T. 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 0�/ �• 47+96.82 G - : / 48+77.11 Ft=2693.6U . N LINE AT 1-800-342-1585 PRIOR TO ANY EXCAVATION. �P 2695.05 VC �� 2693.60 D CONSTRUCT 1 DEEP 'V' -DITCH AT END OF ROAD TO TEMPORARY STORM DRAW POND. 1-=` w `� . FL=2694.57'L48+52.82 PC F DS - SHEET DT -1 FOR DETAIL 4- �8� ......... 2693.92 VC �lpO �� DS CONSTRUCT 5' DETACHED SIDEWALK PER ACRD SUPPLEMENT TO ISPWC SD 709 SEE S 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 •••..- oo FL=2693.44 C 1.5% SLOPE AS A REMINDER, SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%. THERE ARE NO 2699 ..... F. O INSTALL CITY OF MERIDIAN TYPE 11 STREET LIGHT. SEE SHEET LGT-1 FOR STREET IK;;IT PLAN. CES' ALLOWED. OWED ALL SIDEWALKS SHALL MEET ADA REQUIREMENTS 48+33.82 2693.60 . 47+25.79 ""2syo• MS CONSTRUCT 5' MEANDERING SIDEWALK AROUND EXISTING UTILITIES AND LANDSCAPING AS NEEDED PER ACHD 5. SEE SHEET SD -1 FOR STORM DRAIN DATA AND ELEVATIONS. <y 2693.91 O SUPPLEMENT TO ISPWC SD -709. /' '• ''- ?moo .:.: ,:::- :'' 48+17.82 9` 2693.51 6. CONSTRUCT PEDESTRIAN RAMPS PER ACHD SUPPLEMENT TO ISPWC SD -712H (ROLLED CURB) OR ISPWC SD -712A REMOVE AND DISPOSE OR RELOCATE EXISTING LANDSCAPING, PATHWAY, TREES, ETC. AS NEEDED. LOW POINT C2 N1 COORDINATE ALL WORK WITH JAMISON NAKAYA (PHONE: 208-810-0720) (VERTICAL. CURB) WITH TRUNCATED DOMES SIMILAR TO ISPWC SD -712. DOMES SHALL BE RIGID INSEE WFlET-SET 47+96.82 ©S 2693.60 •.. L2 - o /� / 2•: �6 47+10.62 �j.•p 2693.97... y1 t'• /�� -- :`:.•' 60� 46+51.27 2694.23 46+41.45 2694.27 SEE SHEET ST -3 N2 REPLACE EXISTING ASPHALT PATHWAY AS NEEDED TO MEET ADA STANDARDS. RET RETAIN AND PROTECT ALL EXISTING UTILITIES AND SEEPAGE BEDS/ STORM DRAIN SYSTEM. SCL SAWCUT UNE t" .. VG CONSTRUCT 4' VALLEY GUTTER PER ACHD SUPPLEMENT TO ISPWC SD -708. 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% MODIFIED 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. ALL WORK SK41. MEET GEOTECHNICAL REPORT BY ALLWEST TESTING AND ENGINEERING. DATED AUGUST 27, 2018 AND ADDENDUM DATED MARCH 8, 2019. ACHD NOTES-- 1. OTES:1. ALL TREES MUST BE OFFSET A MINIMUM OF 10 -FEET FROM ALL STORM DRAIN FACILITIES. INTO THE CONCRETE (CONCRETE STAMP do ADHESIVE MATS N T ALLOWED) AND SHALL BE COLORED C YELLOW.' PEDESTRIAN RAMPS MUST MEET THE LATEST ADA D ICC/ANSI A-117.1 REQUIREMENTS. USE 4' WIDE RAMPS FOR SIDEWALKS IN SUBDIVISION AND 10' WIDE RAM FOR PEDESTRIAN PATHWAY ALONG E TACONIC DRIVE 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, PATHWAY, TREES, ETC., TO ORIGINAL. CONDITION OR BETTER ALONG E TACONIC DRIVE, AS NEEDED. COORDINATE ALL REPAIRS AND RELOCATIONS WITH JAMISON NAKAYA (208-810-0720). 10. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS CONTACT ACHD INSPECTION FOR VERIFICATION OF COMPLIANCE WITH POLICY AND EXISTING PAVEMENT MARKINGS. N 0 U 0 U 0 M LL O 0 J z 0 w O a m LLI w F - LL z 0 o a' ca>oo>•o, OO _ .fir V a" > a a� " G N E C � 1.• .G W43> .L-+ > C+O+ IVAI� O yin O q n A\ o Y/ vI` C d V -a U a> a �a c Cc:c c) c oao. �> a- v, V tea. o U N N w o L CL a Q, o'°'.v o.a'U w _ co a.�= N �Qy F- c a ' - � Z a'W E �L'• .... U O O� Li. A N 3 C C of Q O] �^ U o :r' a - W m v c vi 4.'v a 7 I� ` O L a N O O O in o 0 3 a y 2- c "6E; _ LL r � co 'o 5-5 c 0RU °' v n a V •-' O 7.5O L a fq C C A -2O A Z W c c a� { Z C y..L� .. U � a> 2 m 'v c ID v ` o N v+•c �4 s _` N O C N O •� N y � C C _ Z.9- S � d V N >y y v � •O w o `ocaco \ y C ? N C O C 'y a V 0.CC, O" N ' W N O O N N N •U 0 � �' N O = 2 L' z AL `v O�sTEk f� r l��N OI' G M. STg05 > ywai z w p z Z w "z�oZ cn z C, z m m oza 23 o Cl Cl yZSol I 00 ~ "° low © .. Go F- 00 Co LuX 0 Lf cn�co coo <z 00 © p D rn w co z � N W 0 N o o -� • Z m Z O uj Z [if V Ca - M (- F- W two r') Iz W O QAC) � C/) w U) SCALE 1 "=40' HORIz DWG.DATE 03/11/19 PROJ. NO. 190104 SHEET 5 OF 17 ST . /SHEETS/190104-ST.DWG rn +05.76 '694.85 M 44 26 � f� v / W 2 W rw 42+39.82 J 2695.99 -DS 2696.; - •• �jOO 421 40� 21 40� 21 GR . s �R h ti 12 ti _3� w > rn ., _18+63.46 /2689.91 VC \ _ ......... 18+83.34 PC �s8 ...................... 2690.14 VC 1� 9 FL=2689.66 l� 1 GRD BRK I TOP\ i�••• ?690 E...� 1 3 36+36 ~2693.23 36+61.06"---.. 2693.54 I An 40 20 0 40 80 120 SCALE IN FEET STREET KEYNOTE ITEM LIST ITEM DESCRIPTION OINSTALL TYPE III BARRICADE PER ACHD SUPPLEMENT TO ISPWC SD -1132B AND INSTALL A SIGN STATING 61 THAT '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, B2 PER MUTCD PROVISIONS SECTION 60.02. THE BARRICADE SHALL INCLUDE A KICK PLATE AT THE BASE OF THE SIGN TO PROVIDE CANE DETECTION. B3 REMOVE EXISTING BARRICADE AND RE -USE IF POSSIBLE. Cl CONSTRUCT CONCRETE VERTICAL CURB AND GUTTER PER ACHD SUPPLEMENT TO ISPWC SD -701. C2 CONSTRUCT CONCRETE ROLLED CURB AND GUTTER PER ACRD SUPPLEMENT TO ISPWC SD -702. C4 CONSTRUCT CURB TRANSITION, VERTICAL CURB TO ROLLED CURB. SEE SHEET DT -1 FOR DETAIL, C5 CONSTRUCT CURB TERMINUS, PER ISPWC SD -707. TRAFFIC CALMING BIORETENTION CURB EXTENSION (57'1 TOP BACK OF CURB LENGTH): PER 2017 C6 ACHD STORMWATER DESIGN GUIDELINES, STD. DWG JBMP 32 do DETAIL, SEE SHEET ST -1. D CONSTRUCT 1' 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. OINSTALL CITY OF MERIDIAN TYPE 11 STREET LIGHT. SEE SHEET LGT-1 FOR STREET LIGHT PLAN. MS CONSTRUCT 5' MEANDERING SIDEWALK AROUND EXISTING UTILITIES AND LANDSCAPING AS NEEDED PER ACHD SUPPLEMENT TO ISPWC SD -709. N1 REMOVE AND DISPOSE OR RELOCATE EXISTING LANDSCAPING, PATHWAY, TREES, ETC. AS NEEDED. COORDINATE ALL WORK WITH JAMISON NAKAYA (PHONE: 208-810-0720) IVG REPLACE EXISTING ASPHALT PATHWAY AS NEEDED TO MEET ADA STANDARDS RETAIN AND PROTECT ALL EXISTING UTILITIES AND SEEPAGE BEDS/ STORM DRAIN SYSTEM. SAWCUT LINE CONSTRUCT 4' VALLEY GUTTER PER ACHD SUPPLEMENT TO ISPWC SD -708. STRUCTURAL FILL NOTE: 1. IN BUILDABLE LATS THAT REQUIRE FILL OVER 1 -FOOT DEEP THE CONTRACTOR SHALL STRIP EXISTING GROUND AND BACKFILL WITH STRUCTURAL FILL TO 95% MODIFIED 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. ALL WORK SHALL MEET GEOTECHNICAL REPORT BY ALLWEST TESTING AND ENGINEERING, DATED AUGUST 27, 2018 AND ADDENDUM DATED MARCH 8, 2019. ACHD NOTES: 1. ALL TREES MUST BE OFFSET A MINIMUM OF 10 -FEET FROM ALL STORM DRAIN FACILITIES. STREET NOTES: 1. MINIMUM 2' ASl`4KT CUT LINE ALL ASPHALT REPAIR SKA L MEET UK STANDARD DRAWINGS, SD -301, SD -303 AND SD -806. CONSTRUCT ALL PAVEMENT WITCHES (INCLUDING DRIVEWAY APPROACHES AND UTILITY CUT STREET REPAIRS) WITHIN ACHD RIGHT-OF-WAY TO WITCH THE EXISTING STREET PAVEMENT SECTION OR TO USE THE FOLLOWING: PRINCIPAL ARTERIAL ROADWAYS SHALL BE SP -3, 0.50 Q) MIX, PG 64-28 FIVE INCHES (51 THICK. AS A MINIMUM WITH 4' OF 3;' BASE AND 25' OF 6' MINUS PIT RUN. MINOR ARTERIAL ROADWAYS SHALL BE SP -3, 0.50 INCH Q¢7 MIX, PG 64-28 FIVE INCHES (51 THICK. AS A MINIMUM WITH 4' OF V BASE AND 25' OF 6' MINUS PIT RUN. COLLECTOR, LOCAL COMMERCIAL, AND LOCAL INDUSTRIAL ROADWAYS SHALL BE SP -3, 0.50 INCH Q¢") MIX, PG 64-28 THREE INCHES (31 THICK, AS A MINIMUM WITH 4' OF %' BASE AND 20' OF 6' MINUS PIT RUN. LOCAL RESIDENTIAL ROADWAYS SHALL BE SP -3, 0.50 INCH Qjj MIX, PG 58-28 TWO AND A HALF. INCHES (2.57 THICK, AS A MINIMUM WITH 4' OF %' BASE AND 14' OF 6' MINUS PIT RUN. 2. CONTRACTOR SHAH. 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 EXPECT 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 E)(CAVATION. 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 SO -712H (ROLLED CURB) OR ISPWC SD -712A (VERTICAL. CURB) WITH TRUNCATED DOMES SIMILAR TO ISPWC SD -712. DOMES SI U II BE RIGID INSERTS WET -SET INTO THE CONCRETE (CONCRETE STAMP do ADHESIVE MATS NOT ALLOWED) AND SHALL BE COLORED 'TRAFFIC YELLOW! PEDESTRIAN RAMPS MUST MEET THE LATEST ADA AND ICC/ANSI A-117.1 REQUIREMENTS. USE 4' WIDE RAMPS FOR SIDEWALKS IN SUBDIVISION AND 10' WIDE RAMPS FOR PEDESTRIAN PATHWAY ALONG E TACONIC DRIVE. 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 MATERIA. MEETS THE REQUIREMENTS FOR ENGINEERED FILL PER ISPWC SPECIFICATIONS AND A COPY OF THE COMPACTION TESTS. & 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, PATHWAY. TREES, ETC„ TO ORIGINAL CONDITION OR BETTER ALONG E TACONIC DRIVE, AS NEEDED. COORDINATE ALL REPAIRS AND RELOCATIONS WITH JAMISON NAKAYA (208-810-0720). 10. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS CONTACT ACHD INSPECTION FOR VERIFICATION OF COMPLIANCE WITH POLICY AND EXISTING PAVEMENT MARKINGS. 0 U w O �U 0 M LL O J > z0 0 0� 0 Iz. Q W 00< LL z 0 �1STE��Gf'f'�t> �, `ls� �a cv M 5T N rn N ?l ++ -p QcvE 98 w 3 g 00 a a� cacao>•a, p o LL W o > > n d CLW d J W O] z yoE z z z N o _. CL T L z n' y ,'.'' O m N ++ co) o'N',�, y O -- v W O C E -p V z U v a� p c c y vQ 3 w w V t U O y C C y fl- 'D OCIO Q ?: WC y _ N •--0 Q) 3-A N V) f 1 O 'O+ to E c p 7 . a) C �W.._ o U O V ar � � � +�+ L y � FL O a LL o 0 m� 0 `o+4. nw m V C Uj yy. -p •p -p O, 3 O y C (� z a O 0 -0. N N h LL o-o_o=o WDyo-yy �o-Nyo >� p -p p ..L+ 'g� O �0 U) HE L2. t=11 y _O U o1OV V-- a0 E oa o p vim a v to c ,n 0 0 Q U c w y V a ao •p N V •_ •p y p C 0 4 D y G C ` 3! Z O 3 O N .y.. LI ..L... C U ..L.. 0_�.� O _ y w •N 3 •.p-. 'Cs p tp y a1 N H N C WO � O U � L C w O �- G 2 W C 0 C N y 0 o_ V U �' E p, s v �<n v i °�' sw Z �1STE��Gf'f'�t> �, `ls� �a cv M 5T y cz •) C)o Lu 00 _ Ncr) oc o W ` W X W � �o� O-� r►\ Q z00 it m cz O CODC W Z m N 0 -- cV o O CL m Z • O � z t]D Lu ozw © _ VS ~'M W� 1�1 0 w Z g SCALE 1=HOR40' DWG. DATE 03/11/19 PROJ. NO. 190104 SHEET 6 OF 17 ST -2 /SHEETS/ 190104-ST.DWG r r w �- � 98 w 3 g p o m d J W O] z 0 3 > w z z z z N o 93 Z O > w J IL z O Z N p Z O J Z p N w U z p o ZZZaw vQ 3 w w W z m 3 y cz •) C)o Lu 00 _ Ncr) oc o W ` W X W � �o� O-� r►\ Q z00 it m cz O CODC W Z m N 0 -- cV o O CL m Z • O � z t]D Lu ozw © _ VS ~'M W� 1�1 0 w Z g SCALE 1=HOR40' DWG. DATE 03/11/19 PROJ. NO. 190104 SHEET 6 OF 17 ST -2 /SHEETS/ 190104-ST.DWG T v/ o FL=2692.82 48+7: X2695.05 ® 2693.92 FL=269: SEE SHEET ST -2 o- l N. 40 20 0 40 80 120 SCALE IN FEET STREET KEYNOTE ITEM LIST ITEM DESCRIPTION 3> z O INSTALL TYPE III BARRICADE PER ACHD SUPPLEMENT TO ISPWC SD -1132B AND INSTALL A SIGN STATING B1 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, 62 PER MUTCD PROVISIONS SECTION 60.02. THE BARRICADE SHALL INCLUDE A KICK PLATE AT THE BASE w c. = m OF THE SIGN TO PROVIDE CANE DETECTION. 63 REMOVE EXISTING BARRICADE AND RE -USE IF POSSIBLE. 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, C4 CONSTRUCT CURB TRANSITION, VERTICAL CURB TO ROLLED CURB. SEE SHEET DT -1 FOR DETAIL C5 CONSTRUCT CURB TERMINUS, PER ISPWC SD -707. C6 TRAFFIC CALMING BIORETENTION CURB EXTENSION (57'1 TOP BACK OF CURB LENGTH): PER 2017 W J K U 2 a p=3O � U ACHD STORMWATER DESIGN GUIDEUNES, STD. DWG #BMP 32 do DETAIL, SEE SHEET ST -1. D CONSTRUCT 1' 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 '................................ O INSTALL CITY OF MERIDIAN TYPE II STREET LIGHT. SEE SHEET LGT-I FOR STREET LIGHT PLAN. MS CONSTRUCT 5' MEANDERING SIDEWALK AROUND EXISTING UTILITIES AND LANDSCAPING AS NEEDED PER ACHD two Zii SUPPLEMENT TO ISPWC SD -709. N1 REMOVE AND DISPOSE OR RELOCATE EXISTING LANDSCAPING, PATHWAY, TREES, ETC. AS NEEDED. �� COORDINATE ALL WORK WITH JAMISON NAKAYA (PHONE- 208-810-0720) N2 REPLACE EXISTING ASPHALT PATHWAY AS NEEDED TO MEET ADA STANDARDS. RET RETAIN AND PROTECT ALL EXISTING UTILITIES AND SEEPAGE BEDS/ STORM DRAIN SYSTEM. SC SAWCUT LINE VG CONSTRUCT 4' VALLEY GUTTER PER ACHD SUPPLEMENT TO ISPWC SD -708. / 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% MODIFIED 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. ALL WORK SHALL MEET GEOTECHNICAL REPORT BY ALLWEST TESTING AND ENGINEERING. DATED AUGUST 27, 2018 AND ADDENDUM DATED MARCH 8, 2019. ACRD NOTES: 269- 1. ALL TREES MUST BE OFFSET A MINIMUM OF 10 -FEET FROM ALL STORM DRAIN FACILITIES. 2694.96 • STREET NOTES: 3> z O \ : 0 o w 3 .. - 43+89.06 2695.36 1. MINIMUM 2' ASPHALT CUT UNE ALL ASPHALT REPAIR SHALL MEET ISPWC STANDARD DRAWINGS, SD -301, SD -303 AND w c. = m c. w ZZ�zz SD -806. CONSTRUCT ALL PAVEMENT MATCHES (INCLUDING DRIVEWAY APPROACHES AND UTILITY CUT STREET REPAIRS) Q N O z z a o y WITHIN ACHD RIGHT TO MATCH THE EXISTING STREET PAVEMENT SECTION OR TO USE THE FOLLOWING: PRINCIPAL `< ell ARTERIAL ROADWAYS SHALL BE SP -3, 0.50 Q¢j MIX, PG 64-28 FIVE INCHES (51 THICK, AS A MINIMUM WITH 4" OF -' BASE AND 25' OF 6' MINUS PIT RUN. MINOR ARTERIAL ROADWAYS SHALL BE SP -3, 0.50 INCH Qj j MIX, PG 64-28 �� W J K U 2 a p=3O � U FIVE INCHES (51 THICK, AS A MINIMUM WITH 4' OF BASE AND 25' OF 6' MINUS PIT RUN COLLECTOR, LOCAL �� %a • , U' U a COMMERCIAL, AND LOCAL INDUSTRIAL ROADWAYS SHALL BE SP -3, 0.50 INCH Q¢ j MIX, PG 64-28 THREE INCHES (31 m 3 Wz m o THICK, AS A MINIMUM WITH 4' OF BASE AND 20' OF 6' MINUS PIT RUN. LOCAL RESIDENTIAL ROADWAYS SHALL BE two Zii SP -3, 0.50 INCH Q¢j MIX, PG 58-28 TWO AND A HALF INCHES (2.5') THICK, AS A MINIMUM WITH 4' OF Y4' BASE AND �� 14 OF 6' MINUS PIT RUN. 43+60.49 '' 43+04.06 2695.48 2695.72 2. CONTRACTOR SHALL RETAIN AND PROTECT ALL EXISTING UTILITIES, EVEN IF NOT SHOWN. COORDINATE ALL WORK WITH U71UUTY COMPANIES INCLUDING BUT NOT UM90 TO IDAHO POWER CO., INTERMOUNTAIN GAS CO., CABLE ONE AND CENTURY LINK TELEPHONE. 42+43.14.. 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 � A \ 2695.98 COMMENCING WORK. THE CONTRACTOR ASSUMES ALL RESPONSIBILITY FOR ANY AND ALL DAMAGES CAUSED BY HIS •' ..: vjO•-:::?��0 -:a FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. CONTRACTOR SHAD. CALL DIG �s LINE AT 1-800-342-1585 PRIOR TO ANY EXCAVATION. c;! 42+2. �� -:: -.•.. •.. •.. •:. - • •'•'-'... •'• 4. ACHD INSPECTION STAFF WILL BE MORE CLOSELY MONITORING PEDESTRIAN FACILITIES FOR COMPLIANCE 2696• • 't�;, WITH ADA STANDARDS. THE CROSS SLOPE OF ALL PEDESTRIAN HANDICAP RAMPS SHALL NOT BE GREATER THAN - x 1.5% SLOPE. AS A REMINDER, SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.07.; THERE ARE NO r 'TOLERANCES" ALLOWED. ALL SIDEWALKS SHALL MEET ADA REQUIREMENTS. 42+43.14 2695.98 :.; 1,•2 "I 5. SEE SHEET SD -1 FOR STORM DRAIN DATA AND ELEVATIONS. SEE SHEET ST -2 6. CONSTRUCT PEDESTRIAN RAMPS PER ACHD SUPPLEMENT TO ISPWC SO -712H (ROLLED CURB) OR ISPWC SD -71M (VERTICAL CURB) WITH TRUNCATED DOMES SIMILAR TO ISPWC SD -712. DOMES SHALL BE RIGID INSERTS WET -SET INTO THE CONCRETE (CONCRETE STAMP do ADHESIVE MATS NOT ALLOWED) AND SHALL BE COLORED `TRAFFIC YELLOW.` PEDESTRIAN RAMPS MUST MEET THE LATEST ADA AND ICC/ANSI A-117.1 REQUIREMENTS. USE 4' WIDE RAMPS FOR SIDEWALKS IN SUBDIVISION AND 10' WIDE RAMPS FOR PEDESTRIAN PATHWAY ALONG E. TACONIC DRIVE. 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, PATHWAY, TREES, ETC., TO ORIGINAL CONDITION OR BETTER ALONG E. TACONIC DRIVE, AS NEEDED. COORDINATE ALL REPAIRS AND RELOCATIONS WITH JAMISON NAKAYA (208-810-0720). 10. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS CONTACT ACHD INSPECTION FOR VERIFICATION OF COMPLIANCE WITH POLICY AND EXISTING PAVEMENT MARKINGS. _o f -- D 0 U r O M LL 0 0 J > z0 0 Of o n- tL m Q til LL z 0 N N N T' aU -o N L N E.2 00 OC C1 p > >- LL }I ".• > Q d V 75Ili �� W y V C 0 y y 0) a Q. o � V :5 • V O N N Q a+ 0 O `i- V C G n� C O T 0 •a_1 N V o. 6 w ,FJ •N 'C N sco ED � � . •O 0> N N N 3 p N o, G C, f cu .Q n �' .2 T o i.4 p m E 41 N CL N 'd1 C C 'lT •�o m w U O .,L... fl. W Y� w/ '-• ,C p N O 0 `r p a UL P: Cc p 9 p O ». E 'v, U N 0 •� W D O� ��08- �m F-$ c o s" N W Ln z I O N N V (L 0 U - a C •- y V1 Qc)�a . _85 V d ca .� GO 3� GAN y V d .0 0 C N N zE o C 0.2 •C C 2 N N p C G `• O A ` Ny' a .. 'p 'a_ O L G y a 0. a• CL V V 0 -... N N re y Si v o+•$ eL-- USS o :' 3 tpNAL VA 0 l of G M ST4p� E a Z u m MM Z v'v O O z LLj O Z ix UOz 0104 V,1 ~ cq woo �A~ V w VL Ld 00 N (A 00 cc w _r� apo 06 O�o az00 O cr w zMo rn 0 N o O s r- n - L LJ LL! m U) SCALE 1"=40' HORIZ DWG.DATE 03/11/19 PROJ. NO. 190104 SHEET 7 OF 17 ST -3 190104-ST.DWG > Y w aJ 3> z O 0 o w 3 m U Vi w c. = m c. w ZZ�zz Q N O z z a o y W J K U 2 a p=3O � U Z O y � Z CD U' U a m 3 Wz m o two Zii m MM Z v'v O O z LLj O Z ix UOz 0104 V,1 ~ cq woo �A~ V w VL Ld 00 N (A 00 cc w _r� apo 06 O�o az00 O cr w zMo rn 0 N o O s r- n - L LJ LL! m U) SCALE 1"=40' HORIZ DWG.DATE 03/11/19 PROJ. NO. 190104 SHEET 7 OF 17 ST -3 190104-ST.DWG 40 20 0 40 80 120 SCALE IN FEET HORIZONTAL SCALE 4 2 0 4 8 12 SCALE IN FEET VERTICAL SCALE 4Z 8U 42--4u 48 4Z UU 41 --bu 8U 4b 41 Z0 4U 8U 4U 4U 4U UU 39 bu 39 ZU 38 bu 38 4U 66 --OU 37 60 3/ 20 36--80 Ir OZ� 36--40 Q N 36--00 O 35--60 O Z 35--20 c N r T d 34 80 34--40 CZ. 34--00 J3-60 N 33--20 cOp m + 32--80 Go 32 40 32--00 c c 4 3 cn 31 60 31 1%1 m N W po ooQuj + N ON *' U.y>Co < n yv !A O (� ,FL:32.00 p o` N z cD M I FINISHED GRADE rc,4L c6 co N7 + 0 7 W CN CC O c00 N = � a2�� P- CO 0 0 , co `can: j tL��_� h N u') e- M LL � HORIZ 117 O to Os co c W PROD. NO. 190104 i ¢ 0.60% 1.149 rn z + M cV N°+ °�'n o + rn co Z + M o M o CL L coo d' N EAST. FINISHED GRADE ¢ II — — _ — — .949E � O Q �� ^ O h Zp as A+ N h `� YN c" W h f N ,� EXISTING GROUND AT CENTER NE Z W — m�a 0 a o AT CENTERLINE g i a, � Q� Cn W¢ 11 �7F¢' fn W Q� J J W W LC v vi y .0 C O C N N N ,/, d E W M � ?688 -0.43% w+toccoo O a.4c / N/ = N7 N— MO �} p� E WAY ?684 2.14 _ -133% .57% -0.43 -0.4 % ?680 _--- ------- -- — — — ---- ----------- --- --- _ —----------- tN0 ----- -- O � � � � � co ��— CIA N N N N N N N N N N c 0 3 r w + z z z z � o / it U ¢ it o z o o APPROX. TOP 0 n � z > � z m w 3 ck:� D(IONG GROUND w z o c> H O Z d CZ Q E(IST. SB BED y 0 AT CENTERLINE {'i'- M N c1cOM C) 00Da N CL = 2691.4± I I W N W W 00 (/3 W O DOO I I V QZ� N 00 0 00 (M w CODC) Z N I I N a� C14 0 O a 0 cv �- II fl EX AMG AT CEN GROLINO UNE M r- N s If w I I -0.43% 4 I I " �- N W N > U N N O � Q - Lu IIS + o Y q0 LO M c0 N AY Q Lu WacNfpI cL�i 2 LL 2 E! W2 2L� 22 I 22 I 13LL I c2I LccNo[�W �sI 2NrnIr 2L CW O W + oM cO N I I M + `- o I N N Ci M O�I Lo m WGo Ia I I �i h �.eq cow 'd '111, 4 <a) -- � � Lo Lr; cA fs �N� co N � O N ('0 O 4m � co N W �o co N (" O N O N O N � O Nco N W � N N O O N N O NN Q) co N co M O N mO1 O T w 2 _ io `r U W ¢ N N Q N po coZ 1.259` r j W Z¢ Oj II w N M co N 0 � ¢ , � J o LV W i FINISHE GRADE — — — -` -- -- _ —0.&0$L -44 GRAE E TO C) AT CE UNE — — — — — — 0.609 0 FINISHED GROUND W Z Oo J m Lu U Lu E. LODGE TRAIL WAY E. S ONE AVE STR ET S. MORES RAIL WAY ONa�oI �I O ENca ONcoI 2O O^ 2 2 E I oI2 I E I O 2 O2 O2 O 2 Oco L. O i OI 1_ O L! O La O Li O R 2 W OLC) 2W O L O L O LoOI Oo0i O O if dCD h ll <r ecD1- I if � O "iO 11 o 00 N if cc o I co 00 11 co I co I co if ' cC ao 11 Nco M t 11 IL I N I IWh m I Lo - If04 pe) O 1 0Oi ,oI ►ffl CtLI: � cLaL O co O O O O O O O O O O �` Qy) O O Orn O O O O O O(:r, co O N O N O N N co N N O N O N O N O N O N O O N O N to N N co N N N O N co N co coco O N O N c0 N co co "o N to N O N O co co N coN ON N N N N N N NO 42+80 42+40 42+00 41+60 41+20 40+80 40+40 40+00 39+60 39+20 38+80 38+40 38+00 37+60 37+20 36+80 36+40 36+00 35+60 35+20 34+80 34+40 34+00 33+60 33+20 32+80 32+40 32+00 31+60 311 49--2( 2704 27C 269 269 w l i mi 49+20 48+80 48+40 48+00 47+60 47+20 46+80 46+40 46+00 45+60 45+20 44+80 44+40 44+00 43+60 43+20 42+80 42+40 J 27C 269 no 11 W4! U UU 19 t�U 46--4u 48 UU 4 / 6U 4 / 2U 4b 8U 4b 4U 46 UU 45 bU 45 ZU 44 bu 44 40 44 UU 4J--60 43--20 42--80 42-40 n `FA +�+'o (D d H .�.. > C 0— N W VJ V > O > > p U) w Q O Nz 2! 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SB BED y 0 AT CENTERLINE {'i'- M N c1cOM C) 00Da N CL = 2691.4± I I W Ld X 00 O DOO I I V QZ� c 0 00 (M w CODC) Z N I I N a� C14 0 O a 0 cv �- II fl If w I I 4 I I J > U � � Q Lu LO GE RAIL AY Lu WacNfpI cL�i 2 LL 2 E! W2 2L� 22 I 22 I 13LL I c2I LccNo[�W �sI 2NrnIr 2L CW O Oo - co I I IO h9 rn I O I N N Ci M O�I Lo Ia I I �i r'7 'IN, 'd '111, 4 <a) � -4 � � � Lo Lr; cA fs �N� co N � O N ('0 O 4m � co N W �o co N (" O N O N O N � O Nco N W � N N O O N N O NN Q) co N co M O N mO1 O T w N N N N 49+20 48+80 48+40 48+00 47+60 47+20 46+80 46+40 46+00 45+60 45+20 44+80 44+40 44+00 43+60 43+20 42+80 42+40 J 27C 269 no 11 W4! U UU 19 bU 19 ZU 18 8U 18 40 1b UU 1/ bU 1/__2 c oN v0 po rn LL. �' a • 6 v E _ C >, Om `FA +�+'o (D d H .�.. > C 0— N W VJ V > O > > p U) w Q O Nz 2! O N Ir OZ� W O Q N O Lu M O Z co c N r T d , CZ. /�� WC {– M N + cOp m + CD Go Ne -H W c c 4 3 cn I.... 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NO. 190104 Z O SHEET 8 OF 17 OL mQL16 0 ST -4 0 oa LL_ z o /SHEETS/190104—ST—PRO.DWG ABS Acrylonitrile -Butadiene -Styrene cf Cubic Foot DWG Drawing ABAND Abandoned Cl Centerline E EASTING ACP Asbestos Cement Pipe CO Clean -Out (Sewer) EA EACH AH Ahead CONC Concrete EC End of Curve ALT Alternate CONST Construct, Construction EG Edge of Gravel BC Beginning of Curve COORD Coordinate ELEV Elevation BK Back CTV Cable Television EM Electric Meter BM Bench mark CY Cubic Yard EP Edge of Pavement SVC Beginning of Vertical Curve DBL Double EASE Easement BW Back of Walk DI Drop Inlet EVC End of Vertical Curve CB Catch Basin DIA Diameter EXIST Existing Ridge Line DIP Ductile Iron Pipe FG Finished Grade RR DW Driveway FH Fire Hydrant NOTES Rt Right SVC Supered Vertical Curb GENERAL CONSTRUCTION Vertical S Slope SW 1. All construction workshall s ai be done in accordance with the current version of the Idaho Standards for Public Works Construction (ISPWC), the City of Meridian Supplemental Specifications to the ISPWC (and any addendums the requirements f h A )>o the da County Highway District (ACRD) 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 have hall Contractor h t s a a copy of the latest City of Merian Standard Specifications and Drawings gs 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 all times. 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. Contractor shall notify the Public Works Inspector 48 hours prior to required testing. Contractor may not open or close water valves. 7. 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. 8. 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. 9. 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. 10. Any deviation from the approved plans and specifications must have the applicable agency approval in writing prior to construction. 11. Prior to beginning installation of street lights, the electrical contractor shall obtain an Electrical Permit from the Building Division of the Meridian an Public Works Department. Any deviation in street light locations from the approved plans must be approved in writing from the City Engineer. 12. Take all lot dimensions, easements and certain off-site easements from the plat. 13. The Contractor shall maintain all existing drainage facilities within the construction area until the drainage and irrigation improvements are in place and functioning. 14. 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. 15. 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. 16. 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. 17. 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. 18. Any common lot containing public water or sewer mains shall be fenced at the lot line(s). 19. The Contractor I a shall keep on site at all times the approved construction plans on which is recorded the actual location f h s o 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. 20. 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. 21. All construction shall adhere to the Allwest Testing & Engineering Report dated November 29, 2017. ROADWAY 1. All Contractors working within the public road right-of-way are required to secure a right-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 (ghts-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 right-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: none. 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. lz 11741 168 11F.11 all :1 til FL Flow Line INV Invert FTG Footing IRR Irrigation FS Finished Surface ISPWC Idaho Standards For Public GALV Galvanized PCC Works Construction GB Grade Break IVC Island Vertical Curb GIRR Gravity Irrigation L Length GM Gas Meter LIP Lip of Gutter GR Grade LF Linear Foot HDPE High Density Polyethylene LP Low Point HORIZ Horizontal LT Left HP High Point MAINT Maintenance WATER MH Manhole MW Monitoring Well N Northing NO. Number OFL Overflow Pipe OHP Overhead Power PC Point of Curvature PCC Point of Compound Curvature PE Polyethylene PIRR Pressurized Irrigation PL Property line POC Point on Curve POT Point on Tangent 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 p c g 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 swoles). 5. The Contractor shall be responsible for providing continuous water service to all existing water users affected by construction. If water service must be interrupted, the contractor shall coordinate with the Public Works Inspector. 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 (including un -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 shall 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. Dw . 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. 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. STREET PLAN LEGEND 0+00.00 Centerline Stationing Concrete Vertical Curb, Gutter & Seperated Sidewalk, per ACHD Supplement to ISPWC SD -701 & SD -709 Concrete Rolled Curb, Gutter & Separated Sidewalk, per ACHD Supplement to ISPWC SD -702 & SD -709 Storm Drain System with a Drop Inlet, -12"SD and Manhole - - Boundary Line -- ' - ' -- ' - Right -Of -Way Line Centerline Lot Line -� - Direction of Surface Flow PP Power Pole SB Seepage Bed SY Square Yard PSI Pounds per Square Inch SD Storm Drain TAN Tangent PT Point of Tangency SEC Section TC Top of Curb PVC Polyvinyl Chloride SF Square Foot (feet) TEL Telephone PVMT Pavement SG Sand and Grease Trap TOB Top of Bank R Radius SP Signal Pole TOE Toe of Slope R/W Right -of -Way SPRK Sprinkler TOPO Topography RCP Reinforced Concrete Pipe SS Sanitary Sewer TRANS Transition REF Reference STS Storm Tank System TYP Typical RL Ridge Line STA Station VB Valve Box RR Railroad STD Standard VC Vertical Curb Rt Right SVC Supered Vertical Curb VERT Vertical S Slope SW Sidewalk WM Water Meter 1. Construction of the sewer system shall conform to the standards in the Wastewater Rules (IDAPA 58.01.16) as well as the standards and specifications referred to in General Construction Note No. 2. The horizontal separation of potable water mains and non -potable water mains (sanitary sewer, storm drain, and ir(gation) 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 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 top 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 in accordance with 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 Deportment 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. +00 SEWER LEGEND --+-►8"S- Sewer Line & Station Sewer Manhole & Pipe Angle 180• S.C. Service Connection S.L. Service Length S.I. Service Invert 01-805- Exist. Sewer Line & Manhole. WATER LEGEND W Construct Water Line H.A.R.N. SURVEY Install Double Water Service SHEET INDEX Install Single Water Service OF Install Fre Hydrant ►�-- Install Conc. Thrust Block - -12w- - Existing Water Line - - - -�J Existing Double Water Service -��- Existing Single Water Service :"--- Existing Fire Hydrant ,\ /l S. sE�N H T / U'8alV S/ O tAN§' ' �� - l N / I NY 1203 2 j - SKY MEA - - -, FUTURE °N g I � �i - L - - ___/ E: E. TACONIC DR. E rq ` _ TBM , f204 M_ COMC ow � TAT T - SKY MESq � MESA I F TYRE COSUB UNS�IS/O 2 I 0 11 S(�I --m O j \ �WfON DR• (5 E. CANTON DR. �-- / s I l I I I AO �( T1 I 3 T�9� ✓ I I I I I / !0 s y I I I I I . / � 2 ��. 4 0PF\� UTUR � BLOCK � � s n 23 5 Th'Q� / \ E. RENWICK CT. / y FUTylE� �9y� 1 1 1 1 1 1 1 22 6 LOCK 5 / I I I 1 1 1 I X / BLOCK 7 / / \ 21 8 �C F'el 9 16 c). / X eLACKROCIC S \ 24 20 cF }0 t5 a \ \ /ep SION , , 9 l �9� � 14 18 BLOC 6 ------/ / 17 cri E. STONEHAVEN ST. 2 16 BLO K 3 15 14 13 12 L--- I I SITE PLAN 1 " = 200' VICINITY MAP 1 " = 1200' LOCATED IN THE SE 1/4 OF SECTION 32, T.3N., RAE., B.M., CITY OF MERIDIAN, ADA COUNTY, IDAHO P -}CO-,SES44 I I f Sov� o01 I I 7 N E. MURCIAS01Y ST. !LOCK 3 8 z 1 1 1 1 1 1 1 9 10 I� FUTURE FT F L .1 1 L� IZONTAL DATUM U US GOVERNMENT HORIZONTAL NAD83 ADJUSTED TO THE ADA COUNTY H.A.R.N. SURVEY 0 BENCH SHEET INDEX 1 OF 17 T-1 = TITLE SHEET, VICINITY MAP & NOTES 2 OF 17 GRD -1 = GRADING PLAN 3 OF 17 GRD -2 = GRADING PLAN 4 OF 17 LGT-1 = STREET LiGHT PLAN 5 OF 17 ST -1 = STREET PLAN 6 OF 17 ST -2 = STREET PLAN 7 OF 17 ST -3 = STREET PLAN 8 OF 17 ST -4 = STREET PROFILES 9 OF 17 SD -1 = STORM DRAIN PLAN 10 OF 17 S-1 = SEWER & WATER PLAN AND PROFILE ~ rt F N O -•V 0 S. MONTAGUE WAY/ S. MORES TRAiL WAY 11 OF 17 S-2 = SEWER & WATER PLAN AND PROFILE W S. LODGE TRAIL WAY/ E. STONEHAVEN STREET 12 OF 17 S-3 = SEWER & WATER PLAN AND PROFILE CJD �_ W E S. LODGE TRAIL WAY 13 OF 17 PIRR-1 = PRESSURE IRRIGATION PLAN 14 OF 17 PIRR-2 = PRESSURE IRRIGATION PLAN 15 OF 17 PIRR-3 = PRESSURE IRRIGATION PLAN 16 OF 17 PIRR-4 = PRESSURE IRRIGATION DETAILS & NOTES 17 OF 17 DT -1 = STREET & STORM DRAiN SEEPAGE BED DETAILS AS SHOWN o` DWG.DATE 03/11/19 } 48"0 SHALLOW MANHOLE, TYPE I DETAIL P -}CO-,SES44 I I f Sov� o01 I I 7 N E. MURCIAS01Y ST. !LOCK 3 8 z 1 1 1 1 1 1 1 9 10 I� FUTURE FT F L .1 1 L� IZONTAL DATUM U US GOVERNMENT HORIZONTAL NAD83 ADJUSTED TO THE ADA COUNTY H.A.R.N. SURVEY 0 BENCH MARKS NAVD88 NAD83 (ADA CO. HARN) VERTICAL DATUM HORIZONTAL DATUM TBM X203 D a> cu�oo>'o, ELEVATION = 2686.52 N = 688,411.4 CHISELED X IN TOP E = 2,451,358.4 BACK OF CURB N / 0 ELEVATION = 2686.99 N = 688,382.5 PK & WASHER E = 2,463,848.1 aWElkIDIAN IDAHO PLMC VVQAS 8[f(If@t1f uaansca a,Sso L a 'ti 1� ati DEVELOPER SKY MESA EAST, LLC 729 S. Bridgeway Place EAGLE, IDAHO 83616 Contact: Jamison Nakayo Mobile (208) 810-0720 E -Mail: JNokaya®BoiseHunterHomes.com ENGINEER ENGINEERING SOLUTIONS, LLP Kathleen M. Stroschein, P.E, 1029 N. ROSARIO ST., Ste. 100 MERIDIAN, IDAHO 83713 Phone (208) 938-0980 E -Mail: Kathys@engsol.org A1t i5��o 'w �+ 9 d N m M T-' U C 0 .a = N L� .L... Q c v E m 9 8 Z O r� v1 00 D a> cu�oo>'o, Z�ZWC, omg?o LL '+=' n ' a E ��wmz N 0 O z¢j�z J C .vC -v T' s Z i 0 O W �J v •.- o C O , Z ++ Co V N > o'>' > 0 z � ��Z zzzn.w a j O E' � _ 6 U V `- c vvo. o U v L) C_ T r N Qac N •V iV N 0C ai4 Q ~ rt F N O -•V 0 Q 1JL W W S / W LL, LU Vi � •C N C ate./ CJD �_ W E F- CIO •� L L O 0 /1 01 0 U L.ir 0--. ¢ r � 0 .-V M Q' V 0-Q W O7 '0 ��16�0�6 V" SCALE AS SHOWN o` DWG.DATE 03/11/19 } M Z •per H aL 'VO .w0.• L O y C O NO. 190104 rls �i b o s SHEET 1 OF 17 00 •O Q LLl f- LL L O 'D E E O 0 0 Z � V m o-" LL DUo V a W� ID 21-0 o o Q 0'. 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