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HomeMy WebLinkAboutCC - Irrigation PlansMETAL UD DETAIL LOCKABLE LATCH (TYP) 3/16" HINGED SOLID METAL ,----------- --- LID (ACCESS TO WEIR ; FIXED BOARDS), WITH LOCKING 3/16" HINGED SOLID METAL LATCH LID (ACCESS TO WEIR ® --� - ®-------- -----BOARDS), WITH LOCKING -------- --- ---- LATCH I L HINGE (TYP) Lu FIXED XfD z _ FIXED 1 L 1 L----- - 4---j--------------- J -------- ®® II I „ I f II i it 0- I FIX£D z C R C,N1Vs = Fa II L-_--- HINGED SOLID METAL LID 18" (ACCESS TO WEIR BOARDS), MAX WITH LOCKING LATCH TYP. 2"x2" VERTICAL SLOT FOR WEIR BOARD ISI � t t �v_ � t10 � t CID I 6" io 24" ' 48" 48" 6" 126" 6" PLAN 1!L 3/16" SOLID METAL LID (SEE DETAIL) WITH CUT OUT FOR HEADGATE 3/4"x6" ANCHOR BOLTS WITH LOCKABLE LATCH WASHERS HINGE SEE PROFILE 1' MIN. d 2" WATERMAN C-10 CANAL GATE WITH REMOVABLE OPERATING WHEEL AND EXTENDED STEM �- 7w 2534.27 1 WATER •i •i I® •i ELEVATION I 1 d •i •i 2533.07 •i A •1 TOP WEIR I I a •1 MAX 1 T 15� PVC I •i I I r 15 �� (NW) I •! I ( (NW) 2531.00 I 1 ,'2531.00 1 42" RCP 42" ADS HPI I -.0' (W)( 2528.64 ( 15" i I I 15" i `�_ / 2528.641 1 `�_ •' 2528.64 1 11 � II MONOLITHIC POUR r= 2x2" VERTICAL SLO�#4 MONOLITHIC POUR En p WEIR BOARD 0 12" EACH WA #4 @ 12" EACH WAY ° 6 T 6" 24" 1 48" 48" 6" 126" 6" SECTION A -A BOX #12 N.T.S. 6" 6 60" 6" PLAN VIEW 3/16" THICK EXPANDED METAL COVER WITH 3/16"x3" METAL ON THE PERIMETER (82"x82") (4) 3/4"x4" ANCHOR BOLTS WITH WASHERS -7 42" ADS HP 1 42" ADS HP SEE PROFILE m CV 00 SEE PROFILE 1' MIN. --MONOLITHIC POUR >—#4 0 12" EACH WAY #4 0 12" EACH WAY 6" 72" 6" *k1 •T Iwip. PLAN VIEW 3/16" THICK EXPANDED METAL COVER WITH 3/16"0" METAL ON THE PERIMETER (82"x82") (4) 3/4"x4" W TTHWA SHERS� MONOUTHIC '~' ( 42" ADS HP 42" ADS HP I SEE PROFILE d N " d ° o: OD a co N s �A SEE PROFILE 751' EMIN. 0 12" EACH WAY #4 ®12" EACH WAY 6" 72" 6" 6" 72" 6" PLAN VIEW 3/16" THICK EXPANDED METAL COVER WITH 3/16"x3" METAL ON THE PERIMETER (82"x82") (4) 3/4"x4" ANCHOR BOLTS WITH WASHERS 7 SEE PROFILE 1' MIN. 1 42" ADS HP 42" ADS HP SEE I PROFILE CLM °n MONOLITHIC POUR #4 @ 12" EACH WAY �-#40 12"EACH WAY J6' 72" 6" SECTION VIEW 6'x6' BOX #18 N.T.S. 3/4"x6" ANCHOR BOLTS WITH WASHERS MONOLITHIC POUR A - 3/16" HINGED SOLID METAL UD (ACCESS TO WEIR BOARDS), WITH LOCKING LATCH 3/16" HINGED SOLID METAL LID (ACCESS TO WEIR BOARDS), WITH LOCKING LATCH f N 42" ADS HP 42" ADS HP SEE TABLE A ° ° ca 6" 72" 6" SEE TABLE PLAN VIEW 3/16" THICK EXPANDED METAL COVER WITH 3/16"x3" METAL ON THE PERIMETER (82"x82") (4) 3/4"x4" ANCHOR BOLTS WITH WASHERS SEE PROFILE 1' MIN. MONOLITHIC POUR--� I 42" ADS HP I SEE PROFILE j ufm co I 1 42" ADS HP #4 0 12" EACH WAY o: d.. �-- #4 10 12" EACH WAY 6" 72" 6" SECTION VIEW 6'x6' BOXES #1,4,5,6,7,8 9,10,11,13,14,15&16 N.T.S. / I 42" ADS HP I (W) I 2525.89 04 6" D-�--�� WATERMAN C-10 CANAL GATE WITH REMOVABLE OPERATING WHEEL AND EXTENDED STEM LOCKABLE LATCH HINGE LOCKABLE LATCH HINGE SEE PROFILE 1'' MIN, 2532.23 WATER ELEVATION 2531.03 2" #4 @ 12" EACH WAY TOP WEIR MAX 2" A 24" 1 LOCKABLE LATCH (TYP) I t FIXED I I I I ---------------------- ---------------------- AI ®; HINGE (TYP) �--------FIXED __-----� ° ------------� I I I I I I I I I I FOR GpA, E I I I I I I ® I I ---------------------- --------------------- u ------------ I ®; HINGE (TYP) FIXED --------------------- TO MATCH GROUND 42" ADS HP 1 15" PVC 2525.89 2"x2" VERTICAL SLOT_ FOR WEIR BOARD #4 0 12" EACH WAY °O 6" 48" 24" 1 24" 138" 6" LOCKABLE LATCH Poo o (TYP) I 42" PIPE DEFECTION >< ft: BOX #3 N.T.S. SECTION A -A d - N N C) = x v - N .. GRADE TO MATCH EXISTING GROUND C.) OA 10" OF 3/4" MINUS CRUSHED GRAVEL © COMPACTED STABLE SUBGRADE GRAVEL ACCESS ROAD DETAIL N p c U 0 m � � N ) � L O vi o m aEi N p `o rn LLo U -15 Q. N O ID W i�•� -c O +�+ p! 0 a 0 p E-oac N 2 UV v w Ui a� N (D c a >i E -S'4-5 N i N N < U) -c to rn o z E- W of E D Q - e T o U vi?N o Qni �NO Q M O' U m &1-; � w UO u v v y " EA 9 a " LL Z is C U N N V 0 O O_ O L O N _ 3 C U Qv U 2 a•o /LL a v cL o c 0 f— '^ a- 'Z c o 1..�2 ii 5 N •v �0' o a) OV C NN V •v+ UO U N N _ •V � T� a 2 8 1 S O V N a z 0 0 o " h �v L U N N U $ N Qa � o� m Si N V E -Z �'a �ZEo z 5S10NAL E�'G' l mo¢=� 3 > Z ~ O 0 0 3 C�ZOJ p W-. OU j O W Z Zz zz ¢ N O Z r J j a W cn C, �Z o ZZzww � oZmm� cl:f oza ca O �Ncn oc o U) fe) C3 (D co Hco st Wloft w �t �o� W �oa 00 O 0 •�, V QZ00 c O Oprn Q� 0:�C, Z � N C14 00 c) J �O 1�-1 Q m Q X LU E-4 p � _ m o 94Omniz Q O �z o o o z ji+ Fes-' ¢ CU) Q ~ o CD LU .. �¢ U Z z Q <[ 5; Lij 00 � OcLUME QMH Q Cc F- CD C3 z 0 00 tY N SCALE N.T.S 0 LL. DWG.DATE 12/12/18 z O PROD. NO. 180601 0 0- SHEET 10 OF 10 mQw OOQ /SHEETS/180601-DTL.DWG •i •i I® •i •i •i •i •i •i •1 •1 ® •i •1 ® •i •i II •! •i it SECTION A -A d - N N C) = x v - N .. GRADE TO MATCH EXISTING GROUND C.) OA 10" OF 3/4" MINUS CRUSHED GRAVEL © COMPACTED STABLE SUBGRADE GRAVEL ACCESS ROAD DETAIL N p c U 0 m � � N ) � L O vi o m aEi N p `o rn LLo U -15 Q. N O ID W i�•� -c O +�+ p! 0 a 0 p E-oac N 2 UV v w Ui a� N (D c a >i E -S'4-5 N i N N < U) -c to rn o z E- W of E D Q - e T o U vi?N o Qni �NO Q M O' U m &1-; � w UO u v v y " EA 9 a " LL Z is C U N N V 0 O O_ O L O N _ 3 C U Qv U 2 a•o /LL a v cL o c 0 f— '^ a- 'Z c o 1..�2 ii 5 N •v �0' o a) OV C NN V •v+ UO U N N _ •V � T� a 2 8 1 S O V N a z 0 0 o " h �v L U N N U $ N Qa � o� m Si N V E -Z �'a �ZEo z 5S10NAL E�'G' l mo¢=� 3 > Z ~ O 0 0 3 C�ZOJ p W-. OU j O W Z Zz zz ¢ N O Z r J j a W cn C, �Z o ZZzww � oZmm� cl:f oza ca O �Ncn oc o U) fe) C3 (D co Hco st Wloft w �t �o� W �oa 00 O 0 •�, V QZ00 c O Oprn Q� 0:�C, Z � N C14 00 c) J �O 1�-1 Q m Q X LU E-4 p � _ m o 94Omniz Q O �z o o o z ji+ Fes-' ¢ CU) Q ~ o CD LU .. �¢ U Z z Q <[ 5; Lij 00 � OcLUME QMH Q Cc F- CD C3 z 0 00 tY N SCALE N.T.S 0 LL. DWG.DATE 12/12/18 z O PROD. NO. 180601 0 0- SHEET 10 OF 10 mQw OOQ /SHEETS/180601-DTL.DWG 254 254 25� 251- 252 252 252 251 251 25C 25C 25C FA 40 20 0 40 80 120 SCALE IN FEET HORIZONTAL SCALE 4 2 0 4 8 12 SCALE IN FEET VERTICAL SCALE ............. STA = 11+28.97 N FA 40 20 0 40 80 120 SCALE IN FEET HORIZONTAL SCALE 4 2 0 4 8 12 SCALE IN FEET VERTICAL SCALE l a FOR 6" PIRR 23 -RR I F 1 S" An HP IRR BOX #3 I � 23.22± LF 360 X 48 CMP srw 0.15%REMOVE AND DISPOSE OF 2s EXISTING CONCRETE DITCH �a .. ................... 6 .� 12"0 x 55.5 LF, STEEL SLEEVE FOR 6" PIRR I I Q 0 C"4cn FIL STRUCTURAL FILL NOTE: CONTRACTOR SHALL STRIP EXISTING CREASON LATERAL AND BACKFILL WITH STRUCTURAL FILL TO 95% STANDARD PROCTOR IN 1 -FOOT MAXIMUM LIFTS. COMPACTION TESTING AND INSPECTION SHALL BE PERFORMED BY A TESTING LABORATORY QUALIFIED TO PERFORM SUCH INSPECTIONS. COMPACTION TEST RESULTS MUST BE SUBMITTED TO THE BUILDING DEPARTMENT PRIOR TO ISSUANCE OF BUILDING PERMITS, AND TO ENGINEERING SOLUTIONS AS TESTS ARE PERFORMED. .. I �s 121 "0 x 80: LF, STEEL SLEEVE FOR 15" SEWER I . IRR BOX#4 STA= 10+42.97 RIM= 2534.20 16*0 x 30 LF, STEEL SLEEVE FOR 8" WATER IRR BOX #5 N STA = 11+28.97 N N >z�o 7-7 !=l V/LLQn U 7 77—,7 7- Z CREASON LATERAL- w VO ? I. ...... OLL- TEMP IRR BOX #D2-01 _ W STA= 1+30.88 N .«= v v) N z00 RIM= 2533.04 `W crO o W o W Q Q E Q c v v` U fJ 0 12"0 x 8 LF, STEEL SLEEVE rn l a FOR 6" PIRR 23 -RR I F 1 S" An HP IRR BOX #3 I � 23.22± LF 360 X 48 CMP srw 0.15%REMOVE AND DISPOSE OF 2s EXISTING CONCRETE DITCH �a .. ................... 6 .� 12"0 x 55.5 LF, STEEL SLEEVE FOR 6" PIRR I I Q 0 C"4cn FIL STRUCTURAL FILL NOTE: CONTRACTOR SHALL STRIP EXISTING CREASON LATERAL AND BACKFILL WITH STRUCTURAL FILL TO 95% STANDARD PROCTOR IN 1 -FOOT MAXIMUM LIFTS. COMPACTION TESTING AND INSPECTION SHALL BE PERFORMED BY A TESTING LABORATORY QUALIFIED TO PERFORM SUCH INSPECTIONS. COMPACTION TEST RESULTS MUST BE SUBMITTED TO THE BUILDING DEPARTMENT PRIOR TO ISSUANCE OF BUILDING PERMITS, AND TO ENGINEERING SOLUTIONS AS TESTS ARE PERFORMED. .. I �s 121 "0 x 80: LF, STEEL SLEEVE FOR 15" SEWER I . IRR BOX#4 STA= 10+42.97 RIM= 2534.20 16*0 x 30 LF, STEEL SLEEVE FOR 8" WATER IRR BOX #5 UU 1 U+40 STA = 11+28.97 N RIM= 2534.20 >z�o 7-7 (1Y V 7 77—,7 7- Z CREASON LATERAL- w VO ? V N E OLL- co ►.y ......... .. !' W .. ..........__................... ..... ...W.. W rrrrrrr-�..... 80.00 LF 42" RCP 0.15% I +LU -I +bU L+UU z 4 1+tiU .S+LU 1+bU 4 u 4 4 4 b S+LU S+bU b+UU b 4 b+bu /+LU /+bU b uu d 4 d du 9 z 9+bU 1 U UU 1 U+40 1 U bU 11 zU 11-1 >z�o 4 � D �w �Clco IL VO ? V N E OLL- -0 C .00 T zz a o V^' L N .«= v v) N z00 J ME 0 co _p crO QN o(1,�-o.� o W Q Q E Q c v v` U fJ z rn 0 ; W w 3 W U G4 -0 p 4 rn a� n a+-� N L •� IAC u) Lq r7 _ v U C— 0, W +�•� O -O N U 'nom ` C TL O E ; d - � to O •p � m C 3 c o c m _o o Q m Q2 U 8:5 Cl- W CD w- O H V p v Lo CN N N N &� O- r O y 0 0O 03��y N II � 1 LL � N � it N CONTRACTOR MATCH o =p v a•v W� c� �Np2� N O p 000 y r� � 11 N+ �, +p N 0 LL SCALE 1 (S/ U) .�' •p d O-Wi� 4N � Co HORIZ VERT � � U O O C ti N } Q U DWG.DATE M 11/21/18 C U t y 0 PROJ. aO 4 O tC v 180601 SHEET 2 OF 10 o CL �c � � •� N U T C o v_ t Q t i g 3 d c E=— o c E U ui , RD. CROSSING (CONFIRM PIPE 21' II d 3 �O N N C � V E o --jL m W ° ►¢-cn Cp !- U 72.g§ ` N O y G y C O •� O C C N v cl� m -'-a FUTURE a i cN E SIZE AND TYP PRIOR TO V) a T .�5 Z FINISHED GRAD 5S1l3NAL a M Z5TEh,�d 36 �' N. ALD ICH WAY �l OF CONSTRUCTION . SEAL PIPE o � ± AT CENTERLINE CONNECTION AqD EXTEND TO M `i 11 IRR BOX #1. OF V) � ---------- --------- ---------- ---------- --------- ---------- -------- ----- --- - N Z ------ . ---- ----- -ITGL A�Q=25 SFS ---------- ----------- EXlS17NG 0 NDN i N AT CENTER E \ �f r '`)��i 434. 4 ---- ---- ---------- ---- -- 80.00 LF - - — — 401.50 LF - — — — — -- — — — — -- — — — — ._ — _. ADS HP ® 0.14% 42 RCP .159' � 0.15%-- HGL AT Q=25 US - ------ ---------- ---------- -------- — __-_- 42" \ ----- ---------- ---------- --------- -------- " 42 ADS HP 0 0.14% U.1- Lu v 42" HDPE 0 0.15% 3 v I i o tR IR i it o^Oo 0�0 N N `� f I tLo 48"X36"CMP 23.22 LFJ 00.1590 N '�Po ui NN `� NN G� 'n`n Lo" N N `r'`o NN ii 11 zz c-4 04 Lo ci co11 11 11 II � KIN U> 11 if O?� O0— �CN 5 z � N a II �. In N io `r N F'— W LLIz U) W fl w U) 4 � , F s 0+80 1+20 1+60 2+00 2+40 2+80 3+20 3+60 4+00 4+40 4+80 5+20 5+60 6+00 6+40 6+80 7+20 7+60 8+00 8+40 8+80 9+20 9+60 10+00 10+40 10+80 11+20 114 ?548 ?544 ?540 >_536 ?532 ?528 MCI ?516 ?512 ?508 ?504 ca > > y, O st O Z a� g2 >z�o 00 � D �w �Clco IL VO ? V N E OLL- -0 C .00 T zz a o V^' L N .«= v v) N z00 J ME 0 co _p crO QN o(1,�-o.� o W Q Q E Q c v v` U fJ z rn 0 .- W w 3 W U G4 -0 p 4 rn a� n a+-� N L •� IAC u) U N N O N c c 3 iv _ v U C— 0, W +�•� O -O N U 'nom ` C TL O E ; � to O •p � m C 3 c o c m _o o Q m Q2 U 8:5 Cl- W CD w- O H V p v N &� O- r O y 0 0O 03��y � 1 LL � '...' O 'O p E 2. �%ya—fes r, =p v a•v W� c� �Np2� N O p 000 y N 0 LL SCALE 1 (S/ U) .�' •p CL Z a o o N � _ O- G O HORIZ VERT IL 0 U O O C ti N } Q U DWG.DATE 11/21/18 C U t y 0 PROJ. aO 4 O tC v 180601 SHEET 2 OF 10 o CL � � •� N U T C o v_ t Q t i g 3 d c E=— o c E U AO 'O •U � U y 3 �O N N C � V E Cp !- U 72.g§ ` N O y G y C O •� O C C N v N p O C N cN E N N\p •O N O V) a T .�5 Z 5S1l3NAL Z5TEh,�d 36 �l OF M. ca > > y, O st O Z COD >z�o D �w �Clco Wm O VO ? o w OLL- r zz a o �•. Z a C. > w Q z00 J ME 0 Q crO O J Z � N LQ z rn w .- W w 3 W z G4 z ¢ a ca •-J O st O ZO COD O Ld co N01) D �w �Clco O LLJ Q J iz OLL- W V)o a_Q �•. V z00 cz Q crO w 00 �I► Z � N LQ rn o rn OM4 .- ZO C-4 O °° o LLJ Q J �i ~�Ll- Lu0 of Z~� crO �I► d' v 0 rn OM4 F Q U) z z z G4 z ¢ W z 0 O o IAC O Lj w:2 U w- 0 z 0 000 N 0 LL SCALE 1 "=40' 1 "=4' ,— HORIZ VERT } C) DWG.DATE 11/21/18 z 0 PROJ. NO. 180601 SHEET 2 OF 10 o CL GIRR-1 z �0 � /180601-GIRR-CREASON.DWG �s X21"0 x 80.'LF, STEEL SLEEVE FOR 15" SEWER IRR BOX#4 STA= 10+42.0 RIM= 2534.220 CL... ..................... F-. 5-6"x 30 LF, STEEL w SLEEVES FOR IDAHO = POWER, GAS, CABLE ONE U) & CENTURY LINK W U-1 U) 2� u 25 2F u 25 2� 2� u 25 2] 2F E; 2� 2� 2E 2� u 40 20 0 40 80 120 SCALE IN FEET HORIZONTAL SCALE 4 2 0 4 8 i2 SCALE IN FEET VERTICAL SCALE FIL STRUCTURAL FILL NOTE: CONTRACTOR SHALL STRIP EXISTING BEASLEY LATERAL AND BACKFILL WITH STRUCTURAL FILL TO 95% STANDARD PROCTOR IN 1 -FOOT MAXIMUM LIFTS. COMPACTION TESTING AND INSPECTION SHALL BE PERFORMED BY A TESTING LABORATORY QUALIFIED TO PERFORM SUCH INSPECTIONS. COMPACTION TEST RESULTS MUST BE SUBMITTED TO THE BUILDING DEPARTMENT PRIOR TO ISSUANCE OF BUILDING PERMITS, AND TO ENGINEERING SOLUTIONS AS TESTS ARE PERFORMED. 16"0 x 30 LF, STEEL SLEEVE' FOR 8" WATER M -IRR BOX #10 -STA= 21+13.57Of %�% ,RIM 2535.50 Of w w w 81.75 LF 42" RCP 0 0.14% >_548 ?544 ?540 ?536 ?532 ?528 ?524 ?520 ?516 UU 1U 4U 1U 6U 11 ZU 11 -1-bU 12 UU 12+4U 1Z 8U 16+2u 16 bU 14 UU 1+111-4U 14 8U 15 20 15 60 16+00 16+40 16+80 17+20 17+60 18+00 18+40 18+80 19 20 19+60 20-00 20-40 20-80 21-20 21- 14 48- 0 LL 0 0 ?504 J j 0 w 0 CL ?500 ai Q LLI � O~ Q u- z 0 W 4 4 W O Z O� Co � Iii 4 �' u N N MI,- (O tD -4C Ce 1f) N N pp Il + to N h N ol IIS N O! If N co if to Lo ^IIdN- N � =*m p�N xx� O=uz O C-4 ± p M ><0i + - ��Q �� II 5 3 mW CDW II ��tn A If — ~ai vFUTURE N FINISHED G AT CENTER E NE EX/ST/ GROUND 25 F RE - � `" FUTURE N. FAWNRID E WAY . N. ALD CH WAY AT CZ VERLNE N. MALL RCA WAY --------------- --- ----- iGL ATQ=25CSN g _ ---- _HGAfiQ=23 CS---------- — — — — — E 1 285.38 LF 81.75 - 4 J 80.00 LF - -- -- -- - - -` - - 222.00 - - LF - - - - - - - - LF 286.47 LF 42" HDPE 0 0.14% " 42 ADS HP 0 0.14% 42" RCP 0L0.14% 2 42" RCP 0 0.15% 42" ADS HP 0 0.14% 42" RCP 0 0.15% ^ ^ v u 3 w r' 24 ^ W N N C C– 00 00 w 3 Q co coN .— i� i` v ^ n N N N N / r7 ^ i C6 N vLo 0 N �� I I 9 N Ul L N N t0 N N v �� 9F N N N N II II Z J N �� Lo !6, N N F Z 0 > y l< O It 20- y40 Z c -N > Z= sWA >- a Zr ?Z -4 d let' >— Za N N r C14= N N Cn� A tt .Nd 'tx It 1 1 ; �F I 0 I` sF <F �6' (' 04 U) � w w o w w c ; I-00 10+40 10+80 11+20 11+60 12+00 12+40 12+80 13+20 13+60 14+00 14+40 14+80 15+20 15+60 16+00 16+40 16+80 17+20 17+60 18+00 18+40 18+80 19+20 19+60 20+00 20+40 20+80 21+20 21+ >_548 ?544 ?540 ?536 ?532 ?528 ?524 ?520 ?516 O N N T+ O w c 'p EN O vi > a� N c a> o` o o' '� LL V a nom a T CL N O O O N V/ O w N .e O C 'v O oN- L L K c: �wa�. Y o � �000N� c 3 U d Q NT K OU o �> _ I z f.iryr � � s O C nT� U N y U UO 0 0 N N m E LL ' o 1 '> O U v o c v ,°i WZ) a'--ko � �o�� N LL o 0� v—o 3 A z7 CL !7 U U•O O 0�>J ' 120 d -�� '2 c� V y Nn C _ O O Q o N N C C 3 ...L... o O ; N p U N �E o T C U C c C g c Ezo V 3 O n N O� C N U N O O C N N N 5 O a �S10NAL E`�G' GZSTEB 74 l OF G if. N E v z Z:�O spa=� Om 0 ?512 v zO o O t~ AN 7 Z p F - 0 E5 U � z ?508 0') ov 05 Vl ¢ Z O C7 0 LL 0 0 ?504 J j 0 w 0 CL ?500 ai Q LLI � O~ Q u- z 0 O N N T+ O w c 'p EN O vi > a� N c a> o` o o' '� LL V a nom a T CL N O O O N V/ O w N .e O C 'v O oN- L L K c: �wa�. Y o � �000N� c 3 U d Q NT K OU o �> _ I z f.iryr � � s O C nT� U N y U UO 0 0 N N m E LL ' o 1 '> O U v o c v ,°i WZ) a'--ko � �o�� N LL o 0� v—o 3 A z7 CL !7 U U•O O 0�>J ' 120 d -�� '2 c� V y Nn C _ O O Q o N N C C 3 ...L... o O ; N p U N �E o T C U C c C g c Ezo V 3 O n N O� C N U N O O C N N N 5 O a �S10NAL E`�G' GZSTEB 74 l OF G if. N E v z O O O H-Nrn 00 N �x o V)fl0 � o QZ 0�_rn �0� Lu z� 1 rn Q) N p O W cr ¢u - W 0 z� 0 Q Q W U � SCALE 1 "=40' 1 "=4' HORIZ VERT DWG.DATE 12/12/18 PROJ. NO. 180601 SHEET 3 OF 10 GIRR-2 180601-GIRR-CREASON.DWG Z:�O spa=� Om p W � t-- OVL zW8 zO o O t~ AN 7 Z p Z Q 0 E5 U � ww Vl ¢ Z O C7 Z J J 4 0 �Z��z i WUZ n O W J W pzmm3 W O Z O� O O O H-Nrn 00 N �x o V)fl0 � o QZ 0�_rn �0� Lu z� 1 rn Q) N p O W cr ¢u - W 0 z� 0 Q Q W U � SCALE 1 "=40' 1 "=4' HORIZ VERT DWG.DATE 12/12/18 PROJ. NO. 180601 SHEET 3 OF 10 GIRR-2 180601-GIRR-CREASON.DWG Z:�O Om Q OVL 3i Z zO ZU t~ AN ~ o Z Q 0 E5 U � ww O O O H-Nrn 00 N �x o V)fl0 � o QZ 0�_rn �0� Lu z� 1 rn Q) N p O W cr ¢u - W 0 z� 0 Q Q W U � SCALE 1 "=40' 1 "=4' HORIZ VERT DWG.DATE 12/12/18 PROJ. NO. 180601 SHEET 3 OF 10 GIRR-2 180601-GIRR-CREASON.DWG 16"0 x 32 LF, STEEL SLEEVE FOR 8' SEWER V I— w IRR BOX #9 STA= 20+25.82 RIM= 2535.50 w Lu.................... - ..................... ..... - - — FI.. L 25 254 254 254 25� 25%] 252 252 252 251 251 25C 5-6'x 30 LF, STEEL SLEEVES FOR IDAHO POWER, GAS, CABLE ONE & CENTURY LINK CO_ Un \m IV 16*0 x 30 LF, STEEL SLEEVE 16"0 x 30 LF, STEEL SLEEVE 30 1 FOR 8" PIRR = ' � FOR 8' WATER � I I o _ — N V) UJ IRR BOX #10 C) — cf —_ SEE OAKS NORTH PHASE 1 PLANS FOR POND POND TOP OF BANK=2M4 POND WSE=2530.6 POND 801701=2510.0 RE DRIVEWAY APPROACH SEE OAKS NORTH PHASE 1 PLANS FOR PUMP STATION AND PRESSURE 15" INV= 2530.76 IRRIGATION INSTALL TRASH RACK AND RIP -RAP 32.78 LF 15` PVC ® 0.24% WZx 48' IRR MANHOLE # RIM= 2535. INV OUT= 2530.84 INV IN= 2530.84— 40 20 0 40 80 120 SCALE IN FEET HORIZONTAL SCALE 4 2 0 4 8 12 SCALE IN FEET VERTICAL SCALE SEE SHEET GIRR-7 & GIRR-8 '-'. RIM= 2536.00 � I 21'0 x 10 LF, STEEL SLEEVE FOR 12' WATER REMOVE AND DISPOSE. --OF EXISTING CONCRETE -DITCH 1 80.00 LF 14" AWWA-C905 0 0.53% IRR BOX #D1 -Q1 STA= 2+17.89 RIM= 2536.00 106.82 LF 15" PVC I ;; 0 0.51% FUTURE DRIVEWAY APPROACH ) lm ,. -An I r' cTM c{ Mir o 1:2u u.ZO7 STA= 26+40.331 EXISTING CONCRETE DITCH RIM= 2536.80 ¢ IRR BOX13 3 STA= 27 38.79 5-6"x 30 LF, STEEL o I RIM= 2536.80 SLEEVES FOR IDAHO POWER, GAS, CABLE ONE N = 534 & CENTURY LINK FUTURE DRIVEWAY APPROACH Z 90.78 LF 42" RCP z 0 0.15% a FIL STRUCTURAL FILL NOTE: CONTRACTOR SHALL STRIP EXISTING BEASLEY LATERAL AND BACKFILL WITH STRUCTURAL FILL TO 95% STANDARD PROCTOR IN 1 -FOOT MAXIMUM LIFTS. COMPACTION TESTING AND INSPECTION SHALL BE PERFORMED BY A TESTING LABORATORY QUALIFIED TO PERFORM SUCH INSPECTIONS. COMPACTION TEST RESULTS MUST BE SUBMITTED TO THE BUILDING DEPARTMENT PRIOR TO ISSUANCE OF BUILDING PERMITS, AND TO ENGINEERING SOLUTIONS AS TESTS ARE PERFORMED. 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CREASON LATERAL :::.............................. ..............................................: 378.16 LF 42` ADS HP 0 0.14% ....... w M V) N IRR BOX X14 STA= 31+22.95 o¢ RIM= 2537.00 0 N V) �N w U Q 8- UU 20--40 20--60 21--20 21--60 22--00 22--40 22---80 23--20 23--60 24--00 2-4--40 24--80 25--20 25--60 26--00 26--40 26--80 27--20 27--60 28--00 28--40 28--80 29--20 29--60 30--00 30--40 30--80 31--20 31- 4- 1 DU v o�y� Z Z Z d W W WZ) O N O U y af >� y N �o5 oy /A c c U C 0 O O p ZO d O y U i0 c o v o v C N 'b T O C C U y .� C) 00 :Ei U y N T^ � C) Ui tb O M 1-- L of � NLcoll M W Co Nh �•U���3 ` U y ` � N N 'O O M � U) w o soots tt) w W Q N O 'cOQ N O M 00 3 p, v O "" y a� N ` y > 1_ N O N ONO N iv N E O O N ti r- rfG 1ST -P p t+ N + V4 tA Liq X l OF 1� G SII `��', + it. SIT .- II � �N� _ � ii � n7 DAN m w m w gWN x0� x�iN��` URE ��¢ N tea: n w m a II FINISHED G E m' ' f1 N. RUSTIC OAK WAY �rx� - ��N ; N. FAWNRID E WAY EX/ST/NG GROUN ----- - - --- - --- HLA --- --� .<--� � ----• _. �. - _ _. _. _.._ - -1 -- ---- --------- ---- - AT CENTERLINE � � — -- � z -- ------ �" --- ---- � --------------------- Z ---- -----�-- ---- _ ---- HGL AT Q=25 CFS --------- --- ------- --- ------ --------- --- -- ---------- Hc�Ar 25 CFS - Q- - -__ --- -- --==___�- --'--- ---------- -------- ' 42' ADS LF HP 0 0.14% — 253.86 LF " 42 ADS HP 0 0.14% 90.78 42' RCP LF378.16 0 0.15% 81.75 LF " 259.40 LF r — 42" RCP 0 0.14% 42 ADS HP 0 0.14% _F 3 v l ; co coII w 4 { ; { � v coo Oo o s �o { r ' r 0600 � .� M U -) N !y OMi Cy!M 9� N r' -% N N N N N N f{ ff F2 II Z c,. 49 Fcs l cr ir N N 6' N c> � 11 11 Z Z s O to 104 .d- N w w U w f w U)l r i-00 20+40 20+80 21+20 21+60 22+00 22+40 22+80 23+20 23+60 24+00 24+40 24+80 25+20 25+60 26+00 26+40 26+80 27+20 27+60 28+00 28+40 28+80 29+20 29+60 30+00 30+40 30+80 31+20 i 31 - ?548 >_544 Oca¢ J O O ?540 I � N � 00 �00cq ��cq o Lux ?536 W o ,� 00 00 �\ ¢ z 00 c 000) 0� of 00 o ?532 W N N o o L ?528 ?524 0= QNJ UJI o��MLL cofz~°r _520 Z -o U �F-Qzo � Q C6<co z r�i o o z _516 O � � w U U ��--. W 0 ?512 z 0 U 0 N 0 SCALE 1 "=40' 1 "=4' 508 O u- HORIZ VERT VU W DWG.DATE 12/12/18 Z 0 PROJ. NO. 180601 SHEET 4 OF 10 m Q uj o o < IRR -3 u-zo /180601-GIRR-CREASON.DWG L 00 LL - L i.J .� c1 p��� U U U` QVia vI N U i" S'� CL�.N _ acO v E a`! rn >> v0 c m p o p� a a a y� 5 _2 a� o y y u C O > 4s 3 p '� U O c c�n-<-oo co � d '3 N N I �'�_�� Q � E �O O c 3 N Cc m d' U O dW o �- S :D 0 Q O] O O 3 0 F 0� y - . y W w Z Lj-, o L v- o L` �rW zoNzz 7d- o o - N is FZ< W Z V- O n a> c O O Z c -v b E y U a y > 1—i O Z 1 DU v o�y� Z Z Z d W W WZ) O N O U y af >� y N �o5 oy /A c c U C 0 O O p ZO d O y U i0 c o v o v C N 'b T O C C U y .� 3 O :Ei U y N T^ � 1-- L of � W �•U���3 ` U y ` � N N 'O O U) w o soots w W Q N O 'cOQ c g c y v v c 0 3 p, v O "" y a� N ` y > 1_ U p1 � _O N d N 'O O iv N E O Z �S10NAL rfG 1ST -P V4 tA Liq l OF 1� G it. SIT Oca¢ J O O ?540 I � N � 00 �00cq ��cq o Lux ?536 W o ,� 00 00 �\ ¢ z 00 c 000) 0� of 00 o ?532 W N N o o L ?528 ?524 0= QNJ UJI o��MLL cofz~°r _520 Z -o U �F-Qzo � Q C6<co z r�i o o z _516 O � � w U U ��--. W 0 ?512 z 0 U 0 N 0 SCALE 1 "=40' 1 "=4' 508 O u- HORIZ VERT VU W DWG.DATE 12/12/18 Z 0 PROJ. NO. 180601 SHEET 4 OF 10 m Q uj o o < IRR -3 u-zo /180601-GIRR-CREASON.DWG r r a 0 � 0 O O 3 0 F W �rW zoNzz 7d- o FZ< W Z V- O O O Z 1—i O Z Z Z Z d W W � W W af V z O S W Z O K r O Z p- Oca¢ J O O ?540 I � N � 00 �00cq ��cq o Lux ?536 W o ,� 00 00 �\ ¢ z 00 c 000) 0� of 00 o ?532 W N N o o L ?528 ?524 0= QNJ UJI o��MLL cofz~°r _520 Z -o U �F-Qzo � Q C6<co z r�i o o z _516 O � � w U U ��--. W 0 ?512 z 0 U 0 N 0 SCALE 1 "=40' 1 "=4' 508 O u- HORIZ VERT VU W DWG.DATE 12/12/18 Z 0 PROJ. NO. 180601 SHEET 4 OF 10 m Q uj o o < IRR -3 u-zo /180601-GIRR-CREASON.DWG N. 25 25 25 25 25 25 w 25 25 IRR BOX #14 STA= 31+22.95 RIM= 2537.00 40 20 0 40 80 120 SCALE IN FEET HORIZONTAL SCALE 4 2 0 4 8 12 SCALE IN FEET VERTICAL SCALE FlL STRUCTURAL FILL NOTE: CONTRACTOR SHALL STRIP EXISTING BEASLEY LATERAL AND BACKALL WITH STRUCTURAL FILL TO 95% STANDARD PROCTOR IN 1 -FOOT MAXIMUM LIFTS. COMPACTION TESTING AND INSPECTION SHALL BE PERFORMED BY A TESTING LABORATORY QUALIFIED TO PERFORM SUCH INSPECTIONS. COMPACTION TEST RESULTS MUST BE SUBMITTED TO THE BUILDING DEPARTMENT PRIOR TO ISSUANCE OF BUILDING PERMITS, AND TO ENGINEERING SOLUTIONS AS TESTS ARE PERFORMED. 60' firp STANDPIPE REMOVE AND DISPOSE OF r-- EXISTING PIPE 24 v SEE SHEET GIRR-5 1-548 ?544 ?540 ?536 ?532 ?528 ?524 '_520 >_516 tSU 31 2U 31 --bU 32 UU 32 4U 32 bU 33 2U 33 bU 34 UU 54--4U 34 SU 35 2U 6b--60 36 00 36--40 36--80 37--20 37--60 38--00 38--40 38--80 39--20 39--60 40--00 40-40 40--80 41- 4 L- L -4--1 ImM4�xz�m^ � Q� < N N N Zo VJ c c O 3 N N � O V1 O TL E $ s CC'n `V a ,,, -1o N :3a E>��� I� 3 a C O OC 6' m d' O O H 2 W � Z 1t�_-s9 ; 44 W O O (n p 3 0 O W Z 1 1 OR LL a an C]U W�-� �� o�„" �ooQo�5 r, O F - t c c U C` N O O U U � O •d Z _0 :.:. n n O o v �p CEJ��o��N U � rl)NM '•r o � 00 n.o¢ o o � � o U in U O N = zT o m i o v c L U C O C N p •- Q C U lr A o- � •U V N 3 u N 0 LL SCALE 1"=40' 1"=4' L0 0 NCl a O V 0 VERT N ."= O O C VNi U O N uj o IU = 12/12/18 PROJ. n �p Z 0 SHEET M o a- m X11 0 ? X (,� M GIRR-4 X11 y X �z a X11 >< O J + d 17180601 -GIRR-CREASON.DWG 4 .ANN tf) mW II MLw 11 x 25�cn FUTURE Via: _— m W M m AT CENTERLINE EXlS77 AT GROUND TERLINE N. 5UNFlElD AVE. r � �cn / 3 — — — — '- '- -- -� HGLATO-25CFS -- — — — — — -- ---_ — -- —==--- _ — — — .� --------- - — — -------- - - -- ---- _ ------------ ..- — --- ---------- --------- --------- ---------- HGL AT 0=25 CFS --------- --------- --------- ---------- ---------- ----___-- ----- --- --------- ------- ---- _ _ -- -- ---- -_ _ — ------- N Z 81.01 LF 42" RCP � 0.15% 3 DS HP 42" ADS HP LF 0 0.14% ' 378.16 LF 42" ADS HP 0 0.14% _z M � 2 3 v tl Lq n _ _ � v� v0 �� N 'CN p N N 2� inti F N ry 11 S II 24 N z O i 11 Z 1Y Zl�F N CL 2 w z WCNW w , W W W W 1 -80 31+20 31+60 32+00 32+40 32+80 33+20 33+60 34+00 34+40 34+80 35+20 35+60 36+00 36+40 36+80 37+20 37+60 38+00 38+40 38+80 39+20 39+60 40+00 40+40 40+80 ; 41- 1-548 ?544 ?540 ?536 ?532 ?528 ?524 '_520 >_516 N O O O E O Z c�S1pNAL �IsTE� r� 6� x I o.12: ID r 8It C: Z 00 jNf0 C N p 1 1 .�„J O ,�.,, > d WN a. n LL r' � O < Z O Z O j CL C 2:'y N o 0 n 00 E� LL O _m O Q L- L -4--1 ImM4�xz�m^ � Q� < N N N Zo VJ c c O 3 N N � O V1 O TL E $ s CC'n `V a ,,, -1o N :3a E>��� I� 3 a C O OC 6' m d' O O H 2 W � Z 1t�_-s9 UWLd W O O (n p 3 0 O W Z 1 1 E.. LL •> C]U W�-� �� o�„" �ooQo�5 r, O F - t c c U C` N O O U U � O •d Z _0 :.:. n n O o v �p CEJ��o��N U � z '•r o � n.o¢ o o � � o U in U O N = zT o m i o v c L U C O C N p •- Q C U lr A o- � •U V N 3 u N 0 LL SCALE 1"=40' 1"=4' 4 C 0 N C C N N •Q o O •� o C L a O V 0 VERT N ."= O O C VNi U O N uj o IU = N O O O E O Z c�S1pNAL �IsTE� r� 6� x I o.12: ID r 8It O �o 00 N rn 00 00 x of0If 0 O O -00o co V) �LuO Lu OD z�� rn N o O s Z m= Z J Emill O < Z O Z O j i �- w LL O O z� ImM4�xz�m^ � Z �'- O I.. - 0 O Z N O r V1 O F.Q Q Z 0 Z N in z z 04 Es O N Z p0 V � Z UWLd W O W Z O d O �o 00 N rn 00 00 x of0If 0 O O -00o co V) �LuO Lu OD z�� rn N o O s Z m= J J Emill O < i �- w LL O O z� ImM4�xz�m^ � ..O �' I.. - 0 V1 A°O F.Q Q Z 0 z Q z 04 Es w iz O UWLd F - z O U 00 N 0 LL SCALE 1"=40' 1"=4' e— 0 HORIZ VERT uj DWG. DATE 12/12/18 PROJ. NO. 180601 Z 0 SHEET 5 OF 10 o a- m Q 111 GIRR-4 �z a 17180601 -GIRR-CREASON.DWG N� 'Lines LV 1� w w 2 w W 12"0 x 30 LF, STEEL SLEEVE FOR 6" PIRR 396.07 LF 42" ADS HP 0 0.14% IRR BOX #18 QTA- AA ->7G A7 60' RCP STANOP/PE' 60' RCP STAMP/PE R REMOVE AND DISPOSE OF N , — EXISTING PIPE 42" RCP TO BE REMOVED WHEN THE EXISTING CREASON LATERAL IS PIPED THROUGH THE JUMP CREEK SUBDIVISION. 254 254 254 253 253 252 252 252 251 [AI 40 20 0 40 80 120 SCALE IN FEET HORIZONTAL SCALE 4 2 0 4 8 12 SCALE IN FEET VERTICAL SCALE OCONTRACTOR SHALL STRIP EXISTING BEASLEY FIL LATERAL AND BACKFILL WITH STRUCTURAL FILL TO 95% STANDARD PROCTOR IN 1 -FOOT MAXIMUM LIFTS. COMPACTION TESTING AND INSPECTION SHALL BE PERFORMED BY A TESTING LABORATORY QUALIFIED TO PERFORM SUCH INSPECTIONS. COMPACTION TEST RESULTS MUST BE SUBMITTED TO THE BUILDING DEPARTMENT PRIOR TO ISSUANCE OF BUILDING PERMITS, AND TO ENGINEERING SOLUTIONS AS TESTS ARE PERFORMED. .. U --4u 4U 6U 41--20 END EXISTING CONCRETE 6U 42-00 42'--40 42--80 DITCH, BUILD A NEW 4,5--60 44-00 - - 2539 " \ WATERTIGHT HEADWALL bU 45 r:::.._ AROUND NEW 42" RCP 22.10 LF 42" RCP `.. �_ .. �sU9 PIPE. INSTALL TRASH 0 23.14% RACK AT THE END OF PIPE. ::�.. REMOVE AND DISPOSE OF EXISTING 12" CMP. SEAL THE EXISTING HEAD GATE. 254 254 254 253 253 252 252 252 251 [AI 40 20 0 40 80 120 SCALE IN FEET HORIZONTAL SCALE 4 2 0 4 8 12 SCALE IN FEET VERTICAL SCALE OCONTRACTOR SHALL STRIP EXISTING BEASLEY FIL LATERAL AND BACKFILL WITH STRUCTURAL FILL TO 95% STANDARD PROCTOR IN 1 -FOOT MAXIMUM LIFTS. COMPACTION TESTING AND INSPECTION SHALL BE PERFORMED BY A TESTING LABORATORY QUALIFIED TO PERFORM SUCH INSPECTIONS. COMPACTION TEST RESULTS MUST BE SUBMITTED TO THE BUILDING DEPARTMENT PRIOR TO ISSUANCE OF BUILDING PERMITS, AND TO ENGINEERING SOLUTIONS AS TESTS ARE PERFORMED. .. U --4u 4U 6U 41--20 41 6U 42-00 42'--40 42--80 4,5--20 4,5--60 44-00 44-40 44 bU 45 2U 4b --t CONNECT 2" RCP TO EXISTING CREASON LATERAL, NSTALL A N M WATERTIGH1 HEADWALL AN ; Lo N M r! N co - if ' BE REMOVED WHEN THE u r <� EXISTING C REASON IS X � o � Clo d FINISHED G E UIST/NG OUND -� M w `r PIPED THROUGH 11 CREEK SUE JUMP DIVISION. m Li AT CENTERLINE AT CEN UNE F N N15 A IV N Z- -------------------- - - - - - - - - --- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 22.10 LF 396.07 LF 42" RCP 0 23.147. 42" ADS HP 0 0.14% Ll v Z 11 00 Lc) M j O N �v U-) 4 0 •- N w w z U) w w 6- U)l •0 40 40-80 41 20 41 60 42 00 42 40 42-80 43 20 43 60 4400 4440 4480 45-20 45 E 10 ?548 ..'C..-. p V Q> E 2 00 C N Q O 0> LL VQ " > n ax _ v v E 0 7 m u -c O +'c+ N .., N > o > > Q 0 O N i O N 0 c -O o o � V U N W^' wO 41 n•U Q � 4 i co b c�.o 3D aNi 0 .LJ E L -a 13 . (t� fi 0 d N�000clr_ O> c 3 = -6> N O mouQo�aW C Vy' yT+ -9 '� V O1 V d ` 00 C U N N U (nom a 3 _ y sp N C ..T. C Q O O 'O N E y - W 2 O I oho Oy y O L c c I� z E tt 0E �3A C OA N 5 C U , O ; h V O ZN N1 N N C O C,O B O O N C Q) Aww co c C E `O to d N C N V W o w L C O ayi v v v+ a Q> �SZONAL T���df�� STR�S ?544 zw-29iz o 0 0 k 3 G oz " w Z� �m�=o O3 r w ZZ ZZ N U z a CE, r z Z J J � W >_540 z�0- <Dzw � U Z Z m O Z O O Z GRAVITY IRRIGATION NOTES 3 w2 w owmm3 r C3 ?536 1. ALL CONSTRUCTION MATERIALS AND INSTALLATION SHALL W COMPLY WITH THE CREASON LATERAL BOARDS LATESToll STANDARD SPECIFICATIONS. 2. SEE PLAN/PROFILE FOR PIPE ANGLES, PIPE SIZES, ELEVATIONS "- 0 AND DIRECTION FLOW. o 0 N Li corn ?532 O � co� W - NQw ?528 VQ Z oO cz O 0 a CODW 00 Z � N ?524LQ NO o r. a ?520 z o UJ 016 E" 1(=) m m <rr- u FSI 0104 � z ui O n z z C> H �Q z Q 0a o N Q z Q Luz o OE(;� Ld C) Q F- U) z 0 oo tY N 0 SCALE 1 "=40' 1 "=4' r LL HORIZ VERT n DWG.DATE 12/12/18 z > PROJ. NO. 180601 aSHEET 6 OF 10 Q LLI oo IRR -5 LL O 1 /180601-GIRR-CREASON.DWG 0+80 2540- 253 253 252 252 252 251 &I 40 20 0 40 80 120 SCALE IN FEET HORIZONTAL SCALE 4 2 0 4 8 12 SCALE IN FEET VERTICAL SCALE W9 Ml fikT lel M, ull JI Z no DELIVERY DITCH #2—SECTION DETAIL 1 --?n 1 ---Fn 9 -I -nn )-i-An )4 -Rn �.-,)n �-tFn A -4 -On d.�dn d�Rn ��90 9,-LFn A -i -nn I1..t_An t1..t_S2n 7-LI)n 7+60 2540 251 0+80 1 -r/—u I -rOU L -I -uv Ly -4U L-t-ou )tzu J-I-ou '+tUU 4 -I -4U 4t0L) Z)tLU C11-C)U btUU [D t -4U otou / tLU Wcow-0 i R E' 00 0., 2o6, LL a a( o N -.j C T i d- Lo o v �' a' ; o . o 004 a a) OJ I C C L N T d N a o 'v v N V a"'O O Q ro 0 Z Q _ M c co 30 aNi W Z mac= `; c 0 C: 0W�o E /R Q'v E?O Lo N OM1 M /� -s. m O O G] y= p LL N o W M K U p .L.+ Q. m H°' aE 2 o_ 11 XNm m 'w "o f V O O ,2 C ,� V N N U) LLE 'moo - > A- '> Z c O O O II C'7 0 � N O O 0 o s m o c c zt- U U� D i Z 10 a0 E Soo �om V C N � N0 LL QUO C p T p C 1"=4' V r N N O 0 - N +O C O HORIZ VERT OJ C G M a - m W �� 3 d C U C E PROJ. NO. 180601 zo >�Eo�� 0 p c= E V 3= SHEET AQ �cn N .rL. TOP OF PIPE AT SEE DETAIL THIS W O L Q O O a 0GIRR-6 o C N 'd d V � ` C O C y 0 O ' u -cs C [—/180601-GIRR-CREASON.DWGI CENTERLINE SHEET w,6 \ a� O W v v v+• z 2 l 6 ' 598.11 LF _ 15 HDPE 0 0.20% ADD FILL AS NEEDED BOTTOM OF PIPE AT ADD FILL AS NEEDS TIE PIPE INTO EXISTING 0 RAISETEMP PIPE'CENTERLINE 0RAISE TEMP PIP CONCRETE DITCH. SEAL COECTIM AS NEEDED. 23 $$ LF EX/STING GROUN IMI N 2528. Ot 150 PVC 0 0.19% AT CENTERL/NE 4 ' WIZ 1 V)Z 00 00 L6 ui W5 N N N N N N N Zs 00 Z O z c � r m 251 0+80 1 -r/—u I -rOU L -I -uv Ly -4U L-t-ou )tzu J-I-ou '+tUU 4 -I -4U 4t0L) Z)tLU C11-C)U btUU [D t -4U otou / tLU moa=� w � i -- z mU=vOi ?536 zo-1w ¢ zjsz-�J�w ?532 aow�o z o�ZgU o ZZ�aw w4 w r w 3 W Z O w Z O K ?528 a C) COD CIO _ � N ( co 00 N ?524L ►� o AL1 ~ O O QZ co oom ?520 ca © WE. War z :2 N N o LQ O CL ?516 2512 7+60 Wcow-0 i R E' 00 0., 2o6, LL a a( o N -.j C T i CLo v �' a' ; o . o 004 a a) OJ I C C L N T d N a o 'v v N V a"'O O Q L L rna� � Z Q _ M c co 30 aNi W Z mac= `; c 0 C: 0W�o E /R Q'v E?O o /� -s. m O O G] y= p LL N o W M K U p .L.+ Q. m H°' aE 2 o_ 0�Z 'w "o f V O O ,2 C ,� V N N U) LLE 'moo - > A- '> Z c O O W 5 .2- v m n o 0 � N O O 0 o s m o c c zt- U U� D i Z d O y V a0 E Soo �om V C N � N0 LL QUO C p T p C 1"=4' V r N N O 0 - N +O C O HORIZ VERT OJ C G w >O 3 d C U C E PROJ. NO. 180601 zo >�Eo�� 0 p c= E V 3= SHEET AQ O O0 N .rL. m oo W O L Q O O a 0GIRR-6 o C N 'd d V � ` C O C y 0 O ' u -cs C [—/180601-GIRR-CREASON.DWGI � w,6 \ a� O W v v v+• z l 6 ' M. SIT moa=� w � i -- z mU=vOi ?536 zo-1w ¢ zjsz-�J�w ?532 aow�o z o�ZgU o ZZ�aw w4 w r w 3 W Z O w Z O K ?528 a C) COD CIO _ � N ( co 00 N ?524L ►� o AL1 ~ O O QZ co oom ?520 ca © WE. War z :2 N N o LQ O CL ?516 2512 7+60 �j F-1 �o m L U H o o N -.j ��=o o 004 o M Q C¢W Z M N Z oo W Z 0 o Ld F- U) Z 0 � U N0 LL SCALE 1"=40' 1"=4' v O ' 0 HORIZ VERT DWG.DATE 11/21/18 w >O PROJ. NO. 180601 Z 0 a SHEET 7 OF 10 m oo Q 0GIRR-6 o � z [—/180601-GIRR-CREASON.DWGI SEAL DITCH AND PIPE AS / NEEDED TO BE WATER FiT \ 'TEMP IRR BOX- LLJ -STA= 8+87.58 ..... o _ RIM= 2534.70 2533 ---------- I ...... I ..... .... w 113.97 LF 15" PVC Ovi > Tin o LL o�CL �t U a o. a W Q �Arl 79.50 // FUTURE DRIVEWAY / 15" INV= 2530.6 ale POND TOP OF BANK=2532.4 POND WSE=2530.6 POND BOTTOM=2510.0 — 40 IKK MANNULt fry RIM= 2535.0 INV OUT= 2530.94-- 119 BOX #11— -- — _ INV IN= 2530.84 -- RR KIM= LDJD.iSU / 5-6"x 30 LF, STEEL SLEEVES FOR IDAHO POWER, GAS, CABLE ONE 254 254 \ �y 00 253 251 I ; 251 i N. n�Rn 1.1-90 1-1-90 r)�nn O.a..an 9 -1 -Rn 40 20 0 40 80 120 SCALE IN FEET HORIZONTAL SCALE 4 2 0 4 8 12 SCALE IN FEET VERTICAL SCALE 5IAIIUIV z ��n ��Fn a� nn a man a�Rn ��9n r).i-Fn R -t -nn R� an R.�Rn t 0+40 0+80 1+20 1+60 2+00 2+40 2+80 3+20 3+60 APPROACH == 21"0 x 30 LF, STEEL SLEEVE 'FOR 12" WATER 12" RIM= 2536.80 R ITI IRF nRI � APPROACH 253 . 4tUU 4t4U 4tou J -t -LU 3tOU otUU 0t4U Otou / -t-LU / -t-r_ z �o °°o N a9 to T +•' 'O LLJ N o E a� w O Ovi > Tin o LL o�CL �t U a o. a W Q �Arl 4 U of N Z C _2 T r //���� N N W 4, E V C •O +"_+ 4•J co >.c OR QQ o o v n N 0 U I C V N a� o o . w c 00 ct� a 4e F- U O _V) co M LL o _ co DWG.DATE 11/21/18 co NO M I NOS Z > c Q PROJ. No. 180601 W � C = 00 m oo� NO N O w IRR -7 O� I N O z �- 0-6, t!) Lj U Lo z x�� EXIST/ GROUNDI) alloD x? o� o p N > .N UI O O N Q OI N� c m 3 Cl ffl Ln N� ( NN e N p c mw ATC TERUNE >< al, O omW'' o II ci � a II � co 11 � •- C �z It ck: cr' _j m w II ��„ FUTURE p � � O O co C> � � 79 50 LF 00 � � _O FINISHED GRAD N RUSTIC OAK W Y 'o a� o n •o M ``' II ``' a 14 " WWA C-905 0.321 w c AT CENTERLINE N ry U) O O V N O O g U V D > V It a Z Q 2 O h U 0-0 2 o 98.1 LF C C > t O O •3 N O U N 14" AWWA -905 ® 0.53 FUTJRE 14" AWWA C-905 ® 0.311 FU RE �- i -_ --------------- --------_ -HGL O Q N O C ✓ W. OCT VIA DR. VO 8 +� W. WEB TER DR. n N = i C AT (�=3�FS 106.82 LF --- - - _ HGL AT Q 3 CFS II 15" PVC ® 0.517. _ 156.64 LF 15" PVC @ 0.417. - N Z 117.44 LF ------- 7z— 15" PVC ® 0.317. `�' Z w w Lc) Lo LLI Zv !�;so� i\� o o ,� ao li �� uj z i co O cep N 'Lj !y O O O dj �' I t O p 1 4 N O N Z I) 9 N N L0 N N O 2 !y 9 O O; N N cS` j 11 N N O y � c� II F 11 II II �Y fP N N N� �� F��� 0Lo �. Z II II ` foo= > ems- : N N L0 a _ •- `- Lo N N v r1 I I Ir SF LJ LJ 27 3 8 t 0+40 0+80 1+20 1+60 2+00 2+40 2+80 3+20 3+60 APPROACH == 21"0 x 30 LF, STEEL SLEEVE 'FOR 12" WATER 12" RIM= 2536.80 R ITI IRF nRI � APPROACH 253 . 4tUU 4t4U 4tou J -t -LU 3tOU otUU 0t4U Otou / -t-LU / -t-r_ 2548 " a d V V o O V y � .0 \• � •O N 9 O N N O S169AL 2544MZsTE��C1,i'� r c 66 2540 l��N sU. Tgo�G Y T W 0 0 3 2536 Z�= g m o o zo��w z-�i�p'ozZ r Z 0 O Z N O 1- J 2532 J�"Z z o�zo� o ZZ�aw W W Uj 0 Cl 2528 O cz -+ p cop00 W OMIo 00 1=�N 2524 _ w x Lu V)0Go Go E Qz � 2520 � ~o o © Q:- OE � w Z N Ov N o LQ O c 2516 ?512 z �o °°o N a9 to T +•' 'O LLJ N o E a� w O Ovi > Tin o LL o�CL �t U a o. a W Q �Arl U of N Z C _2 T r //���� N N W 4, E V C •O +"_+ 4•J co >.c QQ o v n N U U I C V N a� o o . w c 00 ct� a 4e F- U O _V) T- LL _ V DWG.DATE 11/21/18 0 LLJ Z > c Q PROJ. No. 180601 W � C = SHEET 8 of 10 m oo� Q w IRR -7 LL z t 0-6, U =d=• z —v D- o a) T O o� o p N > .N UI O O N Q c m 3 Cl Q e N p O7 U O Q tt7 'a m 2 a ` �z cT O O C O � f E •V _O 'o a� o n •o N ry U) O O V N O O U V D > V Z Q 2 O h U 0-0 2 o C C > t O O •3 N O U N C C N N N � O �- L V C C O Q N O C ✓ A VO 8 +� n N = i C 2548 " a d V V o O V y � .0 \• � •O N 9 O N N O S169AL 2544MZsTE��C1,i'� r c 66 2540 l��N sU. Tgo�G Y T W 0 0 3 2536 Z�= g m o o zo��w z-�i�p'ozZ r Z 0 O Z N O 1- J 2532 J�"Z z o�zo� o ZZ�aw W W Uj 0 Cl 2528 O cz -+ p cop00 W OMIo 00 1=�N 2524 _ w x Lu V)0Go Go E Qz � 2520 � ~o o © Q:- OE � w Z N Ov N o LQ O c 2516 ?512 z �o °°o , LLJ N o O�D Q w Immol s o o�CL �t U Q �Arl 0¢ >- W Q N Z — z �ZQ-�z 0 O�D Q w v Olzww F - z 0 00 ct� (-A O SCALE 1 "=40' 1 "=4' T- LL HORIZ VERT DWG.DATE 11/21/18 0 LLJ Z > PROJ. No. 180601 o CL SHEET 8 of 10 m oo� Q w IRR -7 LL z o 1 /180601-GIRR-CREASON.DWG 254 254 253 40 20 0 40 80 120 SCALE IN FEET HORIZONTAL SCALE 4 2 0 4 8 12 SCALE IN FEET VERTICAL SCALE A4 -4n A-LRn 74 -,?n 7-1P,n R-1-00 R -•An R-LRn a-L,)n N. 9+60 2548 SEAL DITCH AND PIPE AS \ 5+60 6+00 NEEDED TO BE WATERT T =2531 t ...........2533 _�.._ ....................__ . .. . . .:.......... TEMP IRR BOX #D1-07 STA= 8+87.58 18.69 LF 15" ADS HP RIM= 2534.70 .... ..... 2533....._ .................._ ....................... ® 0.22% 113.97 LF 15" PVC ® 0.21 % / . vll j .. IRR BOX #D1-0 / 2 STA= 7+69. / 16"0 x 10 LF, STEEL SLEEVE \ FOR 8" WATER / 79.50 LF 14" AWWA C-905 X\ '� 0 0.32% / \ WE IRR BOX #D1-05 STA= 6+86.12 RIM= 2535.00 117.44 LF 15" PV( 0 0.31% ?544 ?540 ?536 ?532 ?528 ?524 )-520 ?516 2512 2510 6+40 6+80 7+20 7+60 8+00 8+40 8+80 9+20 9+60 SEE SHEET GIRR-7 15" PIPE DEFECTION BOX NO. ANGLE IN ANGLE OUT 3 90' 90' 4 90' 90' 5 90' 90' 4 99 90' 7 90' 90' U D LL ;;,w'4-- z U z C O L1.i �A0¢W� Z N� C -D >, L U ui U C) W I o I Nr- CV I NN (D 0 Cl K) r LL M HORIZ VERT DWG.DATE 11/21/18 v p O ._ II e} O II •-- N co o II 0 m Lo N co Lo SHEET 9 OF 10 Q}, �U p�N.D U N <n + Lr, 79.50 LF co W to 2'1 �. EY/ST/NG GR UND II n 00 W � C C .✓ N Q L 14" WWA C-905 ® 0.32% ;'� AT CENTER NE Q C co p 3 m N 2 SEE _ Q t!J U ¢ z w I � �_ �„ 4 LF 1'`MIN. N _ li N :3o 94"1 WWA C-905 ® 0.31% RE FINISHED GRADE N W. WEB TER DR. AT CENTERLINE HGL AT Q=3 CFS �.- Zy-g v 15" PVC OO ---- 77� ------- __ _ _ GL AT_Q=3_CF_S H_ _ --- - - - 117.44 LF 15" PVC @ 0.31 % "' 113.97 LF TIE PIPE I TO EXISTING 15" PVC ® 0.217. CONCRETE DITCH. SEAL CONNECTION AS NEEDED. INV= 2531.79± w3 g U)Lo 00Qi 00 N ..� (y) NN 00 f co cp d r) ro N00 A t n N NN H u'j N y� I ON N N N C N� N N \ Z > O it Z �Y F� Z 11 11 11 Z 11 ZC> > z F > p Z > O Z _ _ -- u, � 1 C� w w w Lu co SEAL DITCH AND PIPE AS \ 5+60 6+00 NEEDED TO BE WATERT T =2531 t ...........2533 _�.._ ....................__ . .. . . .:.......... TEMP IRR BOX #D1-07 STA= 8+87.58 18.69 LF 15" ADS HP RIM= 2534.70 .... ..... 2533....._ .................._ ....................... ® 0.22% 113.97 LF 15" PVC ® 0.21 % / . vll j .. IRR BOX #D1-0 / 2 STA= 7+69. / 16"0 x 10 LF, STEEL SLEEVE \ FOR 8" WATER / 79.50 LF 14" AWWA C-905 X\ '� 0 0.32% / \ WE IRR BOX #D1-05 STA= 6+86.12 RIM= 2535.00 117.44 LF 15" PV( 0 0.31% ?544 ?540 ?536 ?532 ?528 ?524 )-520 ?516 2512 2510 6+40 6+80 7+20 7+60 8+00 8+40 8+80 9+20 9+60 SEE SHEET GIRR-7 15" PIPE DEFECTION BOX NO. ANGLE IN ANGLE OUT 3 90' 90' 4 90' 90' 5 90' 90' 6 99 90' 7 90' 90' SEE TABLE 1 I I 6" 48" 01 SEE TABLE 00 d- 3/16" THICK EXPANDED METAL COVER WITH 3/16"x3" METAL ON THE PERIMETER (82"x82") (4) 3/4"x4" ANCHOR BOLTS WITH WASHERS -7 MONOLITHIC 15, PVC co 6 #4 ®12" " 6" 48" 6" _ 00 co 6" 48" 6- 4'x4' BOXES #3,4,5,6&7 N.T.S. PRECAST OR POUR IN PLACE IS ACCEPTABLE 3/16" THICK EXPANDED METAL COVER WITH 3/16"x3" METAL ON THE PERIMETER (82"x82' (4) 3/4"x4" ANCHOR BOLTS WITH WASHERS MONOLITHIC 15" PVC SEE 15 of PROFILE a N � N d 00 a V N O N > DU WD --#4 0 12" EACH WAY > Q�o 6. � ) N CJ O L _^J n p I N C C 0 n/ i n o O I� z �o cvi -vo o •v EACH WAY l N a.O a •> C t N C '� ` O 3 1 p C N N N C w E zO L O O 2 a'� Q U C � C C O C C� d N B O N N C � U WO C C O o d c: c N ti C CO O ui O U O a_`"i p � %pNAL E�,C SEE PROFILE \ 1' MIN. QF z z z z z >—#4 0 12" EACH WAY q z z a o r z 0 V z o o z -sZw1. V) aow'o #4 ®12" EACH WAY o z ZZZaI., 6" 48 6" W o Z m m 3 � o PLAN V1 4'x4' BOX #2 N.T.S. PRECAST OR POUR IN PLACE IS ACCEPTABLE 6" 48" 6" 3/16" THICK EXPANDED METAL COVER WITH 3/16"x3" METAL ON THE PERIMETER (82"x82") (4) 3/470" ANCHOR BOLTS WITH WASHERS-� MONOLITHIC SEE PROFILE 1' MIN. 1 SEE 15" I 15PVC PROFILE a = Q_ r � N = a o o; 0o #4 ®12" 6" 48" 6" PLAN VIEW 4'x4' BOX #1 N.T.S. PRECAST OR POUR IN PLACE IS ACCEPTABLE --#4 0 12" EACH WAY EACH WAY =wz oZ� Q ca y � w co o tz N � \� (n (o _ © �ncq co W ' w X � goo o •� V Qz00 O 00 Qcn C) w o LQ rn N n - 0 z< �) o o �y _I LIJ n ' SEE PROFILE mQ Ww o cn Q o n a 0 00 co 6 #4 ®12" " 6" 48" 6" _ 00 co 6" 48" 6- 4'x4' BOXES #3,4,5,6&7 N.T.S. PRECAST OR POUR IN PLACE IS ACCEPTABLE 3/16" THICK EXPANDED METAL COVER WITH 3/16"x3" METAL ON THE PERIMETER (82"x82' (4) 3/4"x4" ANCHOR BOLTS WITH WASHERS MONOLITHIC 15" PVC SEE 15 of PROFILE a N � N d 00 a V N O N > DU WD --#4 0 12" EACH WAY > Q�o 6. � ) N CJ O L _^J n p I N C C 0 n/ i n o O I� z �o cvi -vo o •v EACH WAY l N a.O a •> C t N C '� ` O 3 1 p C N N N C w E zO L O O 2 a'� Q U C � C C O C C� d N B O N N C � U WO C C O o d c: c N ti C CO O ui O U O a_`"i p � %pNAL E�,C SEE PROFILE \ 1' MIN. QF z z z z z >—#4 0 12" EACH WAY q z z a o r z 0 V z o o z -sZw1. V) aow'o #4 ®12" EACH WAY o z ZZZaI., 6" 48 6" W o Z m m 3 � o PLAN V1 4'x4' BOX #2 N.T.S. PRECAST OR POUR IN PLACE IS ACCEPTABLE 6" 48" 6" 3/16" THICK EXPANDED METAL COVER WITH 3/16"x3" METAL ON THE PERIMETER (82"x82") (4) 3/470" ANCHOR BOLTS WITH WASHERS-� MONOLITHIC SEE PROFILE 1' MIN. 1 SEE 15" I 15PVC PROFILE a = Q_ r � N = a o o; 0o #4 ®12" 6" 48" 6" PLAN VIEW 4'x4' BOX #1 N.T.S. PRECAST OR POUR IN PLACE IS ACCEPTABLE --#4 0 12" EACH WAY EACH WAY =wz oZ� Q ca y � w co o tz N � \� (n (o _ © �ncq co W ' w X � goo o •� V Qz00 O 00 Qcn C) w o LQ rn N n - 0 z< �) o o �y _I LIJ n zmo mQ Ww o cn Q o � 00 F+■� H � � U D LL ;;,w'4-- z U z Fi L1.i �A0¢W� Z N� C -D >, L U U W 0 CLc: O CV 0 (D 0 SCALE 1 "=40' 1 "=4' r LL HORIZ VERT DWG.DATE 11/21/18 v p O ._ Z O PROJ. NO. 180601 _ = 0 m 7 SHEET 9 OF 10 Q}, �U p�N.D U N <n o m<I:j oo� W p, a O Q "v O u- Q o W � C C .✓ N Q 7i /180601-GIRR-CREASON.DWG Q C co p 3 m N 2 SEE t!J U a� ai _ '_ z PROFILE � �_ �„ z 1'`MIN. > :3o � C N ,T'II 'w 'O � L ` �.- Zy-g v 15" PVC OO Ngo#�f co 6 #4 ®12" " 6" 48" 6" _ 00 co 6" 48" 6- 4'x4' BOXES #3,4,5,6&7 N.T.S. PRECAST OR POUR IN PLACE IS ACCEPTABLE 3/16" THICK EXPANDED METAL COVER WITH 3/16"x3" METAL ON THE PERIMETER (82"x82' (4) 3/4"x4" ANCHOR BOLTS WITH WASHERS MONOLITHIC 15" PVC SEE 15 of PROFILE a N � N d 00 a V N O N > DU WD --#4 0 12" EACH WAY > Q�o 6. � ) N CJ O L _^J n p I N C C 0 n/ i n o O I� z �o cvi -vo o •v EACH WAY l N a.O a •> C t N C '� ` O 3 1 p C N N N C w E zO L O O 2 a'� Q U C � C C O C C� d N B O N N C � U WO C C O o d c: c N ti C CO O ui O U O a_`"i p � %pNAL E�,C SEE PROFILE \ 1' MIN. QF z z z z z >—#4 0 12" EACH WAY q z z a o r z 0 V z o o z -sZw1. V) aow'o #4 ®12" EACH WAY o z ZZZaI., 6" 48 6" W o Z m m 3 � o PLAN V1 4'x4' BOX #2 N.T.S. PRECAST OR POUR IN PLACE IS ACCEPTABLE 6" 48" 6" 3/16" THICK EXPANDED METAL COVER WITH 3/16"x3" METAL ON THE PERIMETER (82"x82") (4) 3/470" ANCHOR BOLTS WITH WASHERS-� MONOLITHIC SEE PROFILE 1' MIN. 1 SEE 15" I 15PVC PROFILE a = Q_ r � N = a o o; 0o #4 ®12" 6" 48" 6" PLAN VIEW 4'x4' BOX #1 N.T.S. PRECAST OR POUR IN PLACE IS ACCEPTABLE --#4 0 12" EACH WAY EACH WAY =wz oZ� Q ca y � w co o tz N � \� (n (o _ © �ncq co W ' w X � goo o •� V Qz00 O 00 Qcn C) w o LQ rn N n - 0 z< �) o o �y _I LIJ n zmo mQ Ww o cn Q o � W F+■� H � � U D �o ;;,w'4-- z U z Fi L1.i �A0¢W� Z N� U 0 z< �) o o �y _I LIJ n U Ww o cn z Z U U 0 CV 0 SCALE 1 "=40' 1 "=4' r LL HORIZ VERT DWG.DATE 11/21/18 } 0 Z O PROJ. NO. 180601 0 m SHEET 9 OF 10 m<I:j oo� IRR -8 u- z o /180601-GIRR-CREASON.DWG NOTES GENERAL CONSTRUCTION 1. All construction work shall 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 of the Ada County Highway District (ACHD) and/or the requirements of the Idaho Transportation Department (ITD). The more stringent of any of these standards shall be the controlling standards or specifications. 2. The Contractor shall have a copy of the latest City of Meridian Standard Specifications and Drawings on site at all times during construction (available on the website). Failure to have a current copy of the Standard Specifications on site could be grounds for a stop work order until the situation is resolved. 3. The Contractor shall have plans stamped "Approved for Construction" by City of Meridian Public Works Department on site at all times. The use of any pians on the job without the "Approved for Construction" stomp shall be grounds for the issuance of a stop work order. 4. All Contractors, Subcontractors and Utility Contractors shall attend a pre—construction conference (or an on—site meeting with the City of Meridian Project Inspector) prior to start of work. 5. Contractors shall notify the appropriate agency when materials are on site or inspection of the work is required. No work may begin on any project without Twenty Four (24) hour prior notice. 6. All material furnished on, or for the project must meet the minimum requirements of the approving agencies. At the request of the approving agency or the Design Engineer, Contractors shall furnish proof that all materials installed on this project meet the specification requirements set forth in General Construction Note No. 1. 7. Work subject to approval by any governmental agency must be approved prior to (A) backfilling trenches for pipe; (B) placing of aggregate base; (C) placing of concrete; (D) placing of asphalt paving. Work done without such approval does not relieve the Contractor from the responsibility of performing the work in an acceptable manner. 8. Inspection, approval and final acceptance of all water and sewer construction shall be by the Public Works Department, and their decision shall be final. Such inspections shall not relieve the contractor from the responsibility of performing the work in an acceptable manner in accordance with the DEQ/QLPE approved construction plans. 9. Any deviation from the approved plans and specifications must have the applicable agency approval in writing prior to construction. 10. Quantity and placement of streetlights are contingent upon the electrical design by Idaho Power Company. The electrical contractor will be provided a street light map by the Meridian Public Works and Building Department, with the issuance of an Electrical Permit. 11. Take all lot dimensions, easements and certain off—site easements from the plat. 12. The Contractor shall maintain all existing drainage facilities within the construction area until the drainage and irrigation improvements are in place and functioning. 13. All Contractors working within the project boundaries are responsible for compliance with all applicable safety laws of any jurisdictional body. The Contractor shall be responsible for all barricades, safety devices and control of traffic within and around the construction area. 14. All Contractors working within the public road right—of—way are required to secure a right—of—way construction permit from ACHD at least twenty—four (24) hours prior to any construction. 15. The locations of existing underground utilities are shown in an approximate way only. The Contractor shall determine the exact location of all existing utilities before commencing work, The Contractor assumes all responsibility for any and all damages caused by his failure to exactly locate and preserve any and all underground utilities. Contractor shall call Dig Line at 1-800-342-1585 prior to any excavation. 16. Locate subsurface stormwater disposal facilities (including infiltration beds and drywells) at least 25 feet from water mains. This requirement does not apply to catch basins or sand and grease traps. 17. Any common lot containing public water or sewer mains shall be fenced at the lot line(s). 18. The Contractor shall keep on site at all times the approved construction plans on which is recorded the actual locations of the constructed pipe line and any other utilities encountered. The Contractor shall provide these locations to the Design Engineer for use in the production of record drawings. 19. ACHD will inspect all improvements which fall within ACHD right—of—woy 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. THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATE 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. GRAVITY IRRIGATION NOTES 1. ALL CONSTRUCTION MATERIALS AND INSTALLATION SHALL COMPLY WITH THE CREASON LATERAL BOARDS LATEST STANDARD SPECIFICATIONS. 2. SEE PLAN/PROFILE FOR PIPE ANGLES, PIPE SIZES, ELEVATIONS AND DIRECTION FLOW. 3, IRRIGATION STRUCTURES SHALL HAVE A 12" SUMP, SEE BOX DETAILS, SHEET DTL. BOXES CAN BE PRECAST OR POUR IN PLACE. 4. ALL PIPES SHALL BE 42" ADS HP AND 42" RCP AT ALL ROAD CROSSINGS. (SEE PLAN) VICINITY MAP N.T.S. LOCATED IN S 1/2 OF SECTION 28 TOWNSHIP 4 NORTH, RANGE 1 WEST, B.M. MERIDIAN, ADA COUNTY, IDAHO �eT •lI US GOVERNMENT HORIZONTAL NAD83 ADJUSTED TO THE ADA COUNTY H.A.R.N. SURVEY © BENCH MARKS NAVD88 NAD83 STANDARD ABBREVIATIONS HORIZONTAL DATUM By ELEVATION = 2529.26 N = 724506.8 5/8 REBAR PLS7729 ABS Acrylonitrile—Butadiene—Styrene CONC Concrete EM Electric Meter E = 2438785.1 4 OF PL Property line Rt Right SW Sidewalk ABAND Abandoned CONST Construct, Construction EG Edge of Gravel PLAN AND PROFILE 6 OF POC Point on Curve S Slope SY Square Yard ACP Asbestos Cement Pipe COORD Coordinate EP Edge of Pavement GM Gas Meter LP Low Point POT Point on Tangent SB Seepage Bed TAN Tangent AH Ahead CTV Cable Television EASE Easement GR Grade LT Left PP Power Pole SD Storm Drain TC Top of Curb ALT Alternate CY Cubic Yard EVC End of Vertical Curve HDPE High Density Polyethylene MAINT Maintenance PSI Pounds per Square Inch SEC Section TEL Telephone BC Beginning of Curve DBL Double EXIST Existing HORIZ Horizontal MH Manhole PT Point of Tangency SF Square Foot (feet) TOB Top of Bank BK Back DI Drop Inlet FG Finished Grade HP High Point MW Monitoring Well PVC Polyvinyl Chloride SG Sand and Grease Trap TOE Toe of Slope BM Bench mark DIA Diameter FH Fire Hydrant INV Invert N Northing PVMT Pavement SP Signal Pole TOPO Topography BVC Beginning of Vertical Curve DIP Ductile Iron Pipe FL Flow Line IP Iron Pipe NO. Number R Radius SPRK Sprinkler TRANS Transition BW Back of Walk DW Driveway FTG Footing IRR Irrigation OHP Overhead Power R/W Right—of—Way SS Sanitary Sewer TYP Typical CB Catch Basin DWG Drawing FS Finished Surface ISPWC Idaho Standards For Public PC Point of Curvature RCP Reinforced Concrete Pipe STS Storm Tank System VB Valve Box cf Cubic Foot E EAST[NG GALV Galvanized Works Construction PCC Point of Compound Curvature REF Reference STA Station VC Vertical Curb CI Centerline EC End of Curve GB Grade Break L Length PE Polyethylene RL Ridge Line STD Standard VERT Vertical CO Clean—Out (Sewer) ELEV Elevation GIRR Gravity Irrigation Poundr PIRR Pressurized Irrigation RR Railroad SVC Supered Vertical Curb WM Water Meter LB Foot NOTES GENERAL CONSTRUCTION 1. All construction work shall 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 of the Ada County Highway District (ACHD) and/or the requirements of the Idaho Transportation Department (ITD). The more stringent of any of these standards shall be the controlling standards or specifications. 2. The Contractor shall have a copy of the latest City of Meridian Standard Specifications and Drawings on site at all times during construction (available on the website). Failure to have a current copy of the Standard Specifications on site could be grounds for a stop work order until the situation is resolved. 3. The Contractor shall have plans stamped "Approved for Construction" by City of Meridian Public Works Department on site at all times. The use of any pians on the job without the "Approved for Construction" stomp shall be grounds for the issuance of a stop work order. 4. All Contractors, Subcontractors and Utility Contractors shall attend a pre—construction conference (or an on—site meeting with the City of Meridian Project Inspector) prior to start of work. 5. Contractors shall notify the appropriate agency when materials are on site or inspection of the work is required. No work may begin on any project without Twenty Four (24) hour prior notice. 6. All material furnished on, or for the project must meet the minimum requirements of the approving agencies. At the request of the approving agency or the Design Engineer, Contractors shall furnish proof that all materials installed on this project meet the specification requirements set forth in General Construction Note No. 1. 7. Work subject to approval by any governmental agency must be approved prior to (A) backfilling trenches for pipe; (B) placing of aggregate base; (C) placing of concrete; (D) placing of asphalt paving. Work done without such approval does not relieve the Contractor from the responsibility of performing the work in an acceptable manner. 8. Inspection, approval and final acceptance of all water and sewer construction shall be by the Public Works Department, and their decision shall be final. Such inspections shall not relieve the contractor from the responsibility of performing the work in an acceptable manner in accordance with the DEQ/QLPE approved construction plans. 9. Any deviation from the approved plans and specifications must have the applicable agency approval in writing prior to construction. 10. Quantity and placement of streetlights are contingent upon the electrical design by Idaho Power Company. The electrical contractor will be provided a street light map by the Meridian Public Works and Building Department, with the issuance of an Electrical Permit. 11. Take all lot dimensions, easements and certain off—site easements from the plat. 12. The Contractor shall maintain all existing drainage facilities within the construction area until the drainage and irrigation improvements are in place and functioning. 13. All Contractors working within the project boundaries are responsible for compliance with all applicable safety laws of any jurisdictional body. The Contractor shall be responsible for all barricades, safety devices and control of traffic within and around the construction area. 14. All Contractors working within the public road right—of—way are required to secure a right—of—way construction permit from ACHD at least twenty—four (24) hours prior to any construction. 15. The locations of existing underground utilities are shown in an approximate way only. The Contractor shall determine the exact location of all existing utilities before commencing work, The Contractor assumes all responsibility for any and all damages caused by his failure to exactly locate and preserve any and all underground utilities. Contractor shall call Dig Line at 1-800-342-1585 prior to any excavation. 16. Locate subsurface stormwater disposal facilities (including infiltration beds and drywells) at least 25 feet from water mains. This requirement does not apply to catch basins or sand and grease traps. 17. Any common lot containing public water or sewer mains shall be fenced at the lot line(s). 18. The Contractor shall keep on site at all times the approved construction plans on which is recorded the actual locations of the constructed pipe line and any other utilities encountered. The Contractor shall provide these locations to the Design Engineer for use in the production of record drawings. 19. ACHD will inspect all improvements which fall within ACHD right—of—woy 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. THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATE 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. GRAVITY IRRIGATION NOTES 1. ALL CONSTRUCTION MATERIALS AND INSTALLATION SHALL COMPLY WITH THE CREASON LATERAL BOARDS LATEST STANDARD SPECIFICATIONS. 2. SEE PLAN/PROFILE FOR PIPE ANGLES, PIPE SIZES, ELEVATIONS AND DIRECTION FLOW. 3, IRRIGATION STRUCTURES SHALL HAVE A 12" SUMP, SEE BOX DETAILS, SHEET DTL. BOXES CAN BE PRECAST OR POUR IN PLACE. 4. ALL PIPES SHALL BE 42" ADS HP AND 42" RCP AT ALL ROAD CROSSINGS. (SEE PLAN) VICINITY MAP N.T.S. LOCATED IN S 1/2 OF SECTION 28 TOWNSHIP 4 NORTH, RANGE 1 WEST, B.M. MERIDIAN, ADA COUNTY, IDAHO �eT •lI US GOVERNMENT HORIZONTAL NAD83 ADJUSTED TO THE ADA COUNTY H.A.R.N. SURVEY © BENCH MARKS NAVD88 NAD83 (ADA CO. HARN) VERTICAL DATUM HORIZONTAL DATUM By ELEVATION = 2529.26 N = 724506.8 5/8 REBAR PLS7729 E = 2433987.9 By #2 10 GIRR-2 = CREASON LATERAL RELOCATION ELEVATION = 2543.36 N = 723130.7 BRASS CAP E = 2438785.1 SHEET INDEX 1 OF 10 T-1 = TITLE SHEET 2 OF 10 GIRR-1 = CREASON LATERAL RELOCATION PLAN AND PROFILE 3 OF 10 GIRR-2 = CREASON LATERAL RELOCATION PLAN AND PROFILE 4 OF 10 GIRR-3 = CREASON LATERAL RELOCATION PLAN AND PROFILE 5 OF 10 GIRR-4 = CREASON LATERAL RELOCATION PLAN AND PROFILE 6 OF 10 GIRR-5 = CREASON LATERAL RELOCATION PLAN AND PROFILE 7 OF 10 GIRR-6 = DELIVERY DITCH #2 PLAN AND PROFILE 8 OF 10 GIRR-7 = DELIVERY DITCH #1 PLAN AND PROFILE O 9 OF 10 GIRR-8 = DELIVERY DITCH #1 U PLAN, PROFILE AND DETAILS 10 OF 10 DTL = GRAVITY IRRIGATION U) BOX AND GRAVEL ROAD z DETAILS 0 00 rY C'4 DEVELOPER ° TOLL ID I LLC } W 3103 W. SHERYL DRIVE, SUITE 100z 0 O MERIDIAN, IDAHO 83642 0 W Contact: Jeff Harris Office: (208) 424-0020 m Fax: (208) 424-0030 Q 0 0 Q tL Z 0