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Home My WebLink AboutCC - Construction Drawingsi i 2.37' 5' SIDEWALK 1' LANDING -i I I 0.5' -► 1.5% C 13 vi`y � o D 2' 31.87' (ROW TO Cl 21' 18.5' 1.5% MIN. 68' ROW 112' ISLAND AREA 0.5' i o 0.5' 1 F -- C-11 ---r I� W w � I� of,Is0.5' I � of 0.5'� I --j V i H 0.0% I 0.0% 36.13' (ROW TO CL) 21' 18.5' 1.5% MIN. 1 5' SIDEWALK 1.63'1_ 2' 1' LANDING I i 0.5' 3 C 1.5% r 3 D 0 U U (9 U U U U CD OA 3" ASPHALTIC PAVEMENT © 5" CONCRETE SIDEWALK QE 20" OF 6" MINUS PIT RUN GRAVEL © 6" VERTICAL (ISLAND) CURB © 6" VERTICAL CURB AND GUTTER SEE ISPWC SD -709 O COMPACTED STABLE SUBGRADE CENTERLINE STREET DESIGN SEE ISPWC SD -701 O 4" OF 3/4" MINUS CRUSHED GRAVEL 6' VERTICAL CURB - ATTACHED SIDEWALK n STREET SECTION -VERTICAL CURB, GUTTER, 5' SIDEWALK AT ISLAND 68' RIGHT-OF-WAY 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 0") MIX, PG 64-28. N.T.S 50' ROW 3.5' 5' SIDEWALK 16.5' 16.5' 5' SIDEWALK 3.5' ow f LANDING 2' 14.5' 14.5' 2' 1' LANDING Q- 1.5%. C BA 1 A 2.0% B C 1.5% 2.0% o 57, D E F 1 F E D o �A 2.5" ASPHALTIC PAVEMENT 0 5" CONCRETE SIDEWALK EO 14" OF 6" MINUS PIT RUN GRAVEL © 3" ROLLED CURB AND GUTTER SEE ISPWC SD -709 O COMPACTED STABLE SUBGRADE SEE ISPWC SD -702 QD 4" OF 3/4" MINUS CRUSHED GRAVEL 3' ROLLED CURB - ATTACHED SIDEWALK TYPICAL STD. ROLLED CURB. GUTTER AND 5' ATTACHED SIDEWALK 50' RIGHT-OF-WAY PER ACHD SUPPLEMENT TO I.S.P.W.C. SD -702 AND SD -709 NOTE: LOCAL RESIDENTIAL STREETS SHALL BE A SP -3 0.5 INCH Gj MIX, PG 58-28. N.T.S 25' ROW _ , = 60' (LOT 1 17' _ , r 89t 17' VARIES z 20 SEE PLAN J uj U Z Lu J C9 N U w W N' A W d 2% 77 =-- 31 H SHI 39't SEE PLAN VARIES, SEE PLAN G I MATCH EXIST. GROUND MATCH EXIST. GROUND APPROX. EXIST. GROUND 1'MIN. LANDING 3 1 J I o) �E ---� OA 5" ASPHALTIC PAVEMENT OD 25" OF 6" MINUS PIT RUN GRAVELGU GRADE TO EXISTING © 4" OF 3/4" MINUS CRUSHED GRAVEL O COMPACTED STABLE SUBGRADE OH GRADE PER LANDSCAPE PLAN © 5' SIDEWALK (SEE PLAN) O 7"t - 3/4" ROAD MIX COMPACTED TO 95% DENSITY NOTE: SIDEWALK ELEVATION ALONG W. McMILLAN ROAD ROAD SHALL MATCH ROAD CENTERLINE ELEVATION OR A MAXIMUM OF 0.5' HIGHER, IN ORDER TO MEET ADA REQUIREMENTS. TYPICAL W. MCMILLAN ROAD WIDENING AND SEPARATED SIDEWALK 25' RIGHT-OF-WAY PER ACHD SUPPLEMENT TO I.S.P.W.C. SD --709 NOTE: MINOR ARTERIAL STREETS SHALL BE A SP -3 0.5 INCH G") MIX, PG 64-28. N.T.S 5' SW 1.5% r 16' VARIES, SEE LANDSCAPE PLAN I 1'MIN. LANDING H I FG ------- - 5' Al Al 2" ASPHALTIC PAVEMENT B1 4" OF 3/4" MINUS CRUSHED GRAVEL C1 COMPACTED STABLE SUBGRADE 61 C1 A A 5' ASPHALT PATHWAY N.T.S 1' 5' SIDEWALK 1' -- 5" CONCRETE 1.5% MAX. SLOPE ----4" OF 3/4" MINUS CRUSHED GRAVEL 5' WIDE x F THICK DETACHED SIDEWALK PER ACHD SUPPLEMENT TO I.S.P.W.C. SD -709 N.T.S 1"R 6" 1/2"R op a. 00 x o� 0 0 v_ o 0000° ° 0 00 opo° 8" 6" C5 6' VERTICAL (ISLAND) CURB PER I.S.P.W.C. SD -701A N.T.S IN TRANSITION SECTION - VERTICAL CURB AND GUTTER TO ROLLED CURB AND GUTTER N.T.S 14' GRAVEL MAINTENANCE ROAD 10" OF 3/4" MINUS BASE COURSE a a a a a a _ a _ II 11=1 I I-! i 1-1! I-1 11=► 1=1►'- i '' I-1 11=1 11=1! I COMPACTED STABLE SUBGRADE UPPER 6" TO 957. OF MAXIMUM PROCTOR DENSITY 14' GRAVEL MAINTENANCE ROAD N.T.S ow m �'ISTg� r� r 6 0 ZVo�G� 0 Emm4�m Z tM J zw��z W < C o o w L 0 c 2 O ~ J W 0oc W � � »• m LI` V s co o f # o N w J O C) zZz�W o U ONO �woza co C) 0 rn o� o5n a o •- -/Ld O .� i Q TV J W s -� 00 14) 0 Z �i Z Q = fy o � Wc1c 4-0 SHEET 22 OF 23 w Q 000- oa U) po 00 �•. V 0 - ca 4 � E E �XC) W rn sow Z U) o o E� a-� C a N C V .0 (n Q FLm ow m �'ISTg� r� r 6 0 ZVo�G� 0 Emm4�m Z tM J zw��z W < O ._ ry w w 0 U O w 0 2 O ~ J W ( W 0 W rr , o �Aw zz�Z J O C) zZz�W o U ONO �woza co C) 0 o •- -/Ld o M CV .� i Q TV J W ,> � 00 14) DWG.DATE 03/05/19 Z �i Z Q �OON fy o � Wc1c X F-oA- SHEET 22 OF 23 w DT - 1 000- U) po 00 �•. V Qzoo o ca 4 � �XC) W Z z�v W cqN o ° CL m r Emm4�m tM J Z W < O ._ ry w w 0 U O w 0 ( W W rr , o �Aw U) �z o U ONO co C) 0 V- .� i Q TV J W ,> � SCALE NO SCALE DWG.DATE 03/05/19 Z �i Z Q PROD. NO. 181101 rls fy o � m Q SHEET 22 OF 23 DT - 1 000- LL Z D 1 /SHEETS/181101-DT1.DWG MONITORING WELL INSTALL LID TO GRADE z 00 MONITORING WELLS TO BE 1' PAST SAND. 50' MIN. FROM OUTSIDE FINISHED GRADE MONITORING WELL, SEE PLAN VIEW. INSTALL PER 2017 ACHD r- SUPPLEMENTAL SO -627 MAXIMUM ELEVATION OF ROCK = 2577.6 18" PERF. (TOP HALF) ADS N-12 PIPE, SEE DETAIL, THIS SHEET FILTER FABRIC - THREE (3) SIDES PER ACHD REQUIREMENTS SECTION 8200 PG. 32) ELEVATION TOP OF SAND = 2571.6 FINE AGGREGATE WILL MEET THE GRADATION REQUIREMENTS OF ISPWC SECTION 801 FOR "FILTER SAND" - SEE TABLE 1 OF THE ISPWC. MINIMUM ELEVATION OF SAND = 2570.1 HGW BELOW = 2568.0± 1' (CAP END) TYP. ALL PIPES BEGIN PIPE (PERFORATED) SEEPAGE BED PIPE NOTE: ALL PIPE ELEVATIONS SHOWN ARE AT ENTRANCE OF SEEPAGE BEDS, SEE PLAN VIEW FOR SLOPES AND OTHER PIPE ELEVATIONS. MONITORING WELL INSTALL LID TO GRADE w'. MONITORING WELLS TO BE 1' PAST SAND. FINISHED GRADE MAXIMUM ELEVATION OF ROCK FILTER FABRIC - THREE (3) SIDES PER ACHD REQUIREMENTS (SECTION 8200 PG. 32) °o ELEVATION TOP OF SAND :: :.: _ ;:.::.::.:< FINE AGGREGATE WILL MEET THE GRADATION REQUIREMENTS OF ISPWC °°: SECTION 801 FOR "FILTER SAND" - ._ = :. ` : SEE TABLE 1 OF THE ISPWC. MINIMUM ELEVATION OF SAND = "H" MONITORING WELL, SEE PLAN VIEW. INSTALL PER 2017 ACHD SUPPLEMENTAL SD -627 50' MIN. FROM OUTSIDE 2-L M� W W Q W U) D N 00 r - HGW BELOW = 2568.0± 1' (CAP END) TYP. ALL PIPES END PIPE (PERFORATED) I 10l Q I 1�1 li... CL 1�1 I Q �n I�I MONITORING WELL, SEE PLAN MONITORING WELL, SEE PLAN VIEW VIEW. INSTALL PER 2017 ACHD 9.5' 16' 9.5' . INSTALL PER 2017 ACHD "C" SUPPLEMENTAL SD -627 SUPPLEMENTAL SD -627 Z C l "—" SEEPAGE BED #1 N.T.S. ASSUMED PERCOLATION RATE = 5"/HR BEGIN PIPE SEEPAGE BEDS #2 AND #3 N.T.S. SEE BELOW: ASSUMED PERCOLATION RATE BED# "A" "B" "C" "D" "E" "F" "G" "H" "I° Groundwater Elev. Below Assumed Percolation Rate 2 143' 8' 4' 4' 7.5' 2579.5 2572.0 2570.5 2576.15 2568.0± 8"/HR 3 78' 4' 2' 2' 6.5' 2578.0 2571.5 2570.0 2575.35 2568.0± 5"/HR 04'-1 Outsid MANHOLE 48" Manhole Base with 6" floor PLAN VIEW 21" Max u 6" 00 J 36" , x (Max) -1- 1----48" Dia ID---� 54" �1 I (Max) I 12" o c Typ. NOTE SECTION MANHOLES SHALL <24" 0 STACKING HAVE STEPST� r + 1WILLIVRY � 1' Min. Catch MANUFACTURED PER 6" ASTM C478 CONCRETE �- PSI = 4,000 PSI i I 5" X16" Max -L---------j IDAHO PRECAST INC. 1389 Madison Ave Nampa, Idaho 83687 Phone: (208) 461-6300 Fax: (208) 442-0842 www.idahoprecost.com �5 4s. SIDE VIEW SHALLOW MANHOLE TYPE 1 RAISED INVERT USING PRECAST 48" DIAMETER MANHOLE MATERIAL AS ALTERNATE PER SD -615A NOTES: WHEN STEPS ARE REQUIRED THEY ARE INSTALLED PER ISPWC STANDARD DRAWING 612 ON 12" Q.C. NOTE: 18"0 PVC PERFORATED DRAIN PIPE. PERFORATIONS SHALL BE IN ACCORDANCE WITH Al M304-03 AND ORIENTED UPWARD FROM TOP HALF (ACCEPTABLE PIPE REPLACEMENT: 18l ADS N-12 HDPE PERFORATED PER AASHTO M-294). A 0, oilIt T 11 SEEPAGE BED NOTES: > > w n � � J -aa> w 2?o 24; f=-- Q 1. PLACE MONITORING WELLS IN SIDEWALK OR BACK OF WALK WHEN POSSIBLE, VERIFY WITH ACHD OR ENGINEER IF NEEDED. �Zo= omgjo 0 2. CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF ZS W �"- U 0=wmz o3=�-w GROUNDWATER IS ENCOUNTERED ABOVE THE BOTTOM DESIGN ELEVATION Z ZN Z Z N ¢ Z U � a O z FOR THE INFILTRATION FACILITY. w 0 O O :D Z O � O �o�m 0- 2 U Z 3. IF ROCK IS ENCOUNTERED; CONTRACTOR TO HAVE PERCOLATION TEST +� ~ W PERFORMED BY SOILS ENGINEER AFTER SEEPAGE TRENCH IS FULL O Z m m 3 co EXCAVATED. IF THE PERCOLATION IS LESS THAN SPECIFIED BY THE 07 z Cl I_ U SOILS REPORT AND ENGINEER, CONTRACTOR MAY NEED TO BLAST OR BORE TO CREATE CONDUIT FOR DRAINAGE TO OCCUR OR REDESIGN I O N THE SYSTEM TO ACHIEVE THE REQUIRED INFILTRATION. 0 (� O d U -4> 4. ACHD INSPECTOR SHALL BE ON-SITE DURING SEEPAGE BED C'7 a�� Q INSTALLATION, INCLUDING LINER INSTALLATION. O 0 Q^ .f.+i LL � a _ W _.1 Z > OO � ,� O V••J IX C o a - Q SOILS AND GROUNDWATER INFORMATION PROVIDED BY m Q < NATURAL RESOURCE SOLUTIONS, LLC DATED APRIL 4, 2018 AND FINAL GROUNDWATER MONITOR REPORT DATED NOVEMBER 2, 2018. GROUND WATER MONITORING APRIL a z 3, 8) 2018 THROUGH OCTOBER 18, 2018. U > > w n � � J -aa> w 2?o 24; f=-- Q �Zo= omgjo W CL ZS W 0=wmz o3=�-w Z ZN Z Z N ¢ Z U � a O z w 0 O O Z O � O �o�m 0- 2 U Z +� C o E a o W O Z m m 3 >' a Cl I_ U O O N CL C O d U -4> a�� Q 2 Q^ .f.+i c > a E3 Q 1_ _ /^ � ,� O V••J � N O• TJ C E d Q O Cz O O W 00 V)N� V)to00 Ac O00 N W X �00 � Z 0-00 M ,IQQ Z ao 00M co w ft Z � N Uj0 _I_- J Q W Q w L1J E� Q r Emo Q p L.IJ Z M W Go C0 W w Lei z 0_1 W O = <C O °- _ w�~ Wz �� 0 z U Q W <O W p4 V) o J lyQ rrC/5 OP U) dam' SCALE NO SCALE DWG.DATE 03/05/19 PROD. No. 181101 rls SHEET 23 OF 23 DT -2 /SHEETS/181101-DT2.DWG > > w n � � J f=-- Q �Zo= omgjo ZS W 0=wmz o3=�-w Z ZN Z Z N ¢ Z U � O z w 0 O O Z O � 0- 2 U Z � Z 2 2 d W O Z m m 3 O Cz O O W 00 V)N� V)to00 Ac O00 N W X �00 � Z 0-00 M ,IQQ Z ao 00M co w ft Z � N Uj0 _I_- J Q W Q w L1J E� Q r Emo Q p L.IJ Z M W Go C0 W w Lei z 0_1 W O = <C O °- _ w�~ Wz �� 0 z U Q W <O W p4 V) o J lyQ rrC/5 OP U) dam' SCALE NO SCALE DWG.DATE 03/05/19 PROD. No. 181101 rls SHEET 23 OF 23 DT -2 /SHEETS/181101-DT2.DWG 0 9 10 SEE SHEET GIR-2 I 1 �) N I o .- ..- - i ¢ W � ULU%,N G 0 3 2 � co O G7 p W 6 al J 2 W V 2 3 4 5 6 7 tM w 3 --------� m 'e 11+76.79 � Q M to N a 'r%j z CN CN QO . N00 � 0 a' \ 12 N c� tc, 5' aN :::::::...:........: OVERFLOW -02 :. C14 11+84.79 ..... m co f 12+61.50...: STA= 1+67.33 '°° iWaQ=�t~i� 2580.30 OVERFLOW -03' BRYCE �� Q`'' u 2580.09 _,.-RIM= 2580.80 STA= 2+32.70 4- ct ... i. ti RIM= 2581.00 X83 LF 12+65.89 12+00.79 15" PVC 0 0.2310 iv z 14" AWWA C-905 ® 2580.61 I t _Y 1 I wN 2580.07 _0_207 U 8"W 108.50 LF U-1EXISTING , 8'% . " wk-_ 05-. _8: 8"W - W. TIDA ST. - Lo 0 0.16%W. TIDA ST. ii 15" PvG co 0 9 10 50.24 LF 15" PVCQ 0 2.95% . I co 2579 ` h 56.06 LF 14" AWWA C-905 8.49 LF 15" PVC - - - - - - SHEL10 F=2575.9 2576 2575 `-----_1 = ® 0.20% I ®0.18% a 2570 w 8 I �............ 14 s.INSTALL END SECTION WITH ............... I TRASH RACK. s � HW=2578.9 � : ' .. - �-.� � • -00 � Z a. I zw�r=_-z �) N 5 .. .- ..- - i ¢ W � 0 zz zz ¢ N O • co O G7 p W 6 al J 2 W V I � w 8 N Lo 4 �e'w�� tM w 3 --------� 7 'e 11+76.79 � Q M to N a 'r%j CN CN QO . N00 � 0 a' \ 12 N c� tc, aN :::::::...:........: OVERFLOW -02 :. C14 p + M m co •- 12+61.50...: STA= 1+67.33 ::..................... iWaQ=�t~i� BRYCE �� Q`'' u 2580.09 _,.-RIM= 2580.80 4- ct X83 LF 12+65.89 15" PVC 0 0.2310 iv z 14" AWWA C-905 ® 2 I N � t _Y 1 I wN 2580.07 _0_207 U 108.50 LF U-1EXISTING , 12+78.25 122.29 LF Lo I z 15" PvG co 2580.02 3 W v `✓ N 3 o I C) po 2 3 4 5 6 7 NN N N 11 N N z 111.05 LF 15" PVC II f1 Z Il 11 O >s z 5 0 0.16% = ' BLOCK K 3 Z t 13 GIRR-01;•. 6 PIR 1 I 13+65.28 ; �5a�. Lo '- 122.29 LF 15" PVC GIRR-03 m l) GIRR-02 STA= 0+09.57:.. 2579.66 GIRR- 4 ®0.19% STA= 1+82.12 I z I STA= 1+22.07 RIM= 2582.26 1 - STA= 3+08 1 RIM= 2583.20 RIM= 2583.65 OVERFLOW -01I = STA= 0+52.24 _ 6"PIR ` .. 2581 6"PIR PIR RIM= 2581.20 3 °° �, 1 INSTALL END s9p SECTION WITH ...- 2580 36.83 LF 15" PVC ° --- -- t5%R- ' I I TRASH RACK. 0 0.23%-,\ , 50.24 LF 15" PVCQ 0 2.95% . I co 2579 ` h 56.06 LF 14" AWWA C-905 8.49 LF 15" PVC - - - - - - SHEL10 F=2575.9 2576 2575 `-----_1 = ® 0.20% I ®0.18% a 2570 w 8 I �............ 14 s.INSTALL END SECTION WITH ............... I TRASH RACK. s � HW=2578.9 � : ' .. - �-.� � • -00 � Z a. I zw�r=_-z �) N 5 I � o 2570 ' a W ------------------2575--- 2576 SHELF=2575.9 2578 -^ 2579 2580 2581 EP EP EP EP BLOCK 3 EP o Ep Q EP EP Ep E rn v I ---J 00I 1 rn 1° I 17 3 q .S �A 00 is F,. .......... 1 rOf ......... I I p\R :: \ 25492+00 3+60 3+20 258 258 258 257 257 �0I M 0 10 J m 11 7_LPr) 1) _L At) 71.nn Y m 17 n_LQn AL ------------� I I � I I \ I > I Q� I I V� I I ----------- L I - � I I _ I � I REMOVE AND DISPOSE OF EXISTING CONCRETE DITCH I I I I i I I I I I I i ) I I I I I I I EXISTING 15" PVC 0 0.467. ------------� I - INV=579.52 I PLUG END OF PIPE I i I I I I I I I I I r I y I i \ a I I � I � W REMOVE AND DISPOSE OF EXISTING 15" PVC (W) AND/ / \ PLUG MANHOLE (N) Ov \ \ G \ / REMOVE AND DISPOSE OF \ / EXISTING CONCRETE DITCH \, / n nn -0+40 2592 p Z zw�r=_-z O O 3 O I � o - i ¢ W � 0 zz zz ¢ N O za�rw J w co O G7 p W 6 al J 2 W V I � w 8 N Lo 4 �e'w�� tM w 3 w 7 'e � Q M to N 2570 ' a W ------------------2575--- 2576 SHELF=2575.9 2578 -^ 2579 2580 2581 EP EP EP EP BLOCK 3 EP o Ep Q EP EP Ep E rn v I ---J 00I 1 rn 1° I 17 3 q .S �A 00 is F,. .......... 1 rOf ......... I I p\R :: \ 25492+00 3+60 3+20 258 258 258 257 257 �0I M 0 10 J m 11 7_LPr) 1) _L At) 71.nn Y m 17 n_LQn AL ------------� I I � I I \ I > I Q� I I V� I I ----------- L I - � I I _ I � I REMOVE AND DISPOSE OF EXISTING CONCRETE DITCH I I I I i I I I I I I i ) I I I I I I I EXISTING 15" PVC 0 0.467. ------------� I - INV=579.52 I PLUG END OF PIPE I i I I I I I I I I I r I y I i \ a I I � I � W REMOVE AND DISPOSE OF EXISTING 15" PVC (W) AND/ / \ PLUG MANHOLE (N) Ov \ \ G \ / REMOVE AND DISPOSE OF \ / EXISTING CONCRETE DITCH \, / n nn -0+40 2592 256 4+00 3+60 3+20 G+ZSU L+4U L+UU I +bU I +LU U+ou U+4U U+UU • .. ?584 m i - m ?580 O ?576 ?572 2568 -0+40 L � o. c v � a` 00 IL: a >iaD N.n :55 s a>. a N N.+ a% ++ i c o _. d a s o y NO O vb-0 �cr EU U Q> N o>,a JL< Q5,a�4s o c_dQ. .-o�� U)o. _ o C v Z oCD LL N v c 0 Q rn Q a> _v mQ: V O-.�+ dW m 40 20 0 40 80 120= a •N �••) > 6 " U9 2 N'a d t'>_ 1: � � 2_ s >,-5 SCALE IN FEET 00 V-2)- o � c HORIZONTAL SCALE u- o y > N a y O -•a WD o��," N � o >� �oaoo e> v = m 4 2 0 4 8 12 ON azoo -sem �a�oL � GE2 y y 0 CLZ o_o a0 N•� . SCALE IN FEET CL 0 � 6 c N N VERTICAL SCALE c o U Q U °' �: a L 3 --i _ 0 > e-�-i E oAv FIL STRUCTURAL FILL NOTE: z 0 Ao-=;a=3= CONTRACTOR SHALL STRIP EXISTING DELIVERY H = o - �a s DITCH AND BACKFILL WITH STRUCTURAL FILL TO o y 95% STANDARD PROCTOR IN 1 -FOOT MAXIMUM y °' y `l O (Oj N � LIFTS. COMPACTION TESTING AND INSPECTION W .D o = E U a r SHALL BE PERFORMED BY A TESTING y o � g LABORATORY QUALIFIED TO PERFORM SUCH o 0 t a INSPECTIONS. COMPACTION TEST RESULTS MUST a N -- �O •� C N ' E BE SUBMITTED TO THE BUILDING DEPARTMENT N �' ta��o z PRIOR TO ISSUANCE OF BUILDING PERMITS, AND TO ENGINEERING SOLUTIONS AS TESTS ARE PERFORMED. SSI�NAL L''�rG, INA p Z zw�r=_-z O O 3 O � o m 1055 ¢ W � 0 zz zz ¢ N O za�rw J w 2 0 O G7 p W al J 2 W V N � w 8 N Lo Cn �e'w�� tM w 3 w toM I� � Q M to N 'r%j CN CN QO N00 � 0 II Q� O CVS 11 CV N c� tc, aN C14 p + M 1 �W H II ° g ¢eC C) -�`- I w •- iWaQ=�t~i� BRYCE �� Q`'' u . 4- ct X83 LF 56.05 LF 15" PVC 0 0.2310 iv z 14" AWWA C-905 ® 04 N � t _Y 1 I _0_207 U 108.50 LF U-1EXISTING , 122.29 LF Lo 15" PVC 0 0.18% _Z 15" PVC ®0.18% 15" PvG 3 W v `✓ N 3 C) po O. ^ r.N W Ci W1 NN N N 11 N N z II f1 Z Il 11 O >s z t s Z t Lo '- a ,�' l) 256 4+00 3+60 3+20 G+ZSU L+4U L+UU I +bU I +LU U+ou U+4U U+UU • .. ?584 m i - m ?580 O ?576 ?572 2568 -0+40 L � o. c v � a` 00 IL: a >iaD N.n :55 s a>. a N N.+ a% ++ i c o _. d a s o y NO O vb-0 �cr EU U Q> N o>,a JL< Q5,a�4s o c_dQ. .-o�� U)o. _ o C v Z oCD LL N v c 0 Q rn Q a> _v mQ: V O-.�+ dW m 40 20 0 40 80 120= a •N �••) > 6 " U9 2 N'a d t'>_ 1: � � 2_ s >,-5 SCALE IN FEET 00 V-2)- o � c HORIZONTAL SCALE u- o y > N a y O -•a WD o��," N � o >� �oaoo e> v = m 4 2 0 4 8 12 ON azoo -sem �a�oL � GE2 y y 0 CLZ o_o a0 N•� . SCALE IN FEET CL 0 � 6 c N N VERTICAL SCALE c o U Q U °' �: a L 3 --i _ 0 > e-�-i E oAv FIL STRUCTURAL FILL NOTE: z 0 Ao-=;a=3= CONTRACTOR SHALL STRIP EXISTING DELIVERY H = o - �a s DITCH AND BACKFILL WITH STRUCTURAL FILL TO o y 95% STANDARD PROCTOR IN 1 -FOOT MAXIMUM y °' y `l O (Oj N � LIFTS. COMPACTION TESTING AND INSPECTION W .D o = E U a r SHALL BE PERFORMED BY A TESTING y o � g LABORATORY QUALIFIED TO PERFORM SUCH o 0 t a INSPECTIONS. COMPACTION TEST RESULTS MUST a N -- �O •� C N ' E BE SUBMITTED TO THE BUILDING DEPARTMENT N �' ta��o z PRIOR TO ISSUANCE OF BUILDING PERMITS, AND TO ENGINEERING SOLUTIONS AS TESTS ARE PERFORMED. SSI�NAL L''�rG, INA O CD O � Zy �N� O00 00, W �a`` 2 O 0 00 o V az 00 c © O E rn C) z `j W O N o O � a. J LL W *„� O Eno404 • Em(Q o Z m Z z W z0, O z�o H w 0 r) �- UONO� zW w> H ~ t O o F_ a z aC o z WA O pq t Lo U � � t > o O Q i LL rr J W > ` SCALE 1 "=40' 1 "=4' HORIZ VERT Z O Q DWG.DATE 03/05/19 � PROJ. No. 181101 rls 0 �- m 0- SHEET 15 OF 23 0O� GIR-1 �.z o /181101-GIRR.DWG p Z zw�r=_-z O O 3 O � o m 1055 ¢ W � zz zz ¢ N O za�rw J w 2 0 O G7 p W al J 2 W V N � w 8 z o ZK2 Z Z Z d W Cn �e'w�� tM w 3 w - 0 2 a O CD O � Zy �N� O00 00, W �a`` 2 O 0 00 o V az 00 c © O E rn C) z `j W O N o O � a. J LL W *„� O Eno404 • Em(Q o Z m Z z W z0, O z�o H w 0 r) �- UONO� zW w> H ~ t O o F_ a z aC o z WA O pq t Lo U � � t > o O Q i LL rr J W > ` SCALE 1 "=40' 1 "=4' HORIZ VERT Z O Q DWG.DATE 03/05/19 � PROJ. No. 181101 rls 0 �- m 0- SHEET 15 OF 23 0O� GIR-1 �.z o /181101-GIRR.DWG I `_EP EP:........ EP EP °' ...581.• �--EP-EP-EP-EP-EP-EP - - - - - - .......------ EP EP EP EP EP EP S - EP E ......... 12W 12W 12W 12W EP EP_EP EP -------_ — ..........................— — — _ -: ... — ��_ — 2581.53 EP — -- — W. McM/CLAN RD.��••�--"• CONNECT 15" PVC TO EXISTINGEP- � RD.�"•-... - -- - - --= �-•��--�•� - --- --------EP- -- ---- ------------ --...-,..--......_.'...- ------------------- CORE DRILL _-_-- EP EP _ W EP McMILLA �..% .�.. r. ..•.-.-==..s_`a... �...: :a.Sc.c..s.j.�v=.... "i`x': =�"i ::i,:x�:=_t:�-`..�.a.a ----._----F�-_—-EP—-�•+_IZ-m+s•+��.+er�-�E{i --- — --EP—'----- — EPS--�----Ep zEp — EP 2587.19 EP EP - ------ - ................... EP EP T� P �.. CONCRETE W �. •� LL AND L - ------ •. .`:�..�..`�..�...si.��.._....L-�....v:%= '!.�c:�?:..... .a, •- — ..� CONNECTION. INSTALL FLAP �. � � �_ _�»_ ---��- `. -• . • ._..�_,;..� � .�_��. _ .��.� ,., � " � .........--"- ••-........... �• .,Y T0� �;. 708 � .��. .... .�. ..��.c..-- ... ,,, ,m a•-'-"' " TO- - - - TOB . - ..... 8 ........................._....T 1L7B TO$ T TO 4Q ................................................ �B ..._ ......_...._...._..TOB_ 2JrBO' » _ _TOB..-......_....................-.-['QFi.. "-'- -T • -.IQB---" _..-..._ 778 .:...............:......` IOB...."- ....:.... .... ............................... ................:... ...-... 1 s ........................................ VALVEN F 15 IPE. — ........ - - r 25 8i t mss, X?s, INVERT= 2577.00 1569X 2515.0 ;1V: ..... SSS.. - SST - 5 Z •: 81 Fr -OS 1bB....... 7J8• T08 "-••""-.... �g TOB F©B ... T:...�-.T--.. TOB TOB- - C�I fP OHP HP - OkI o� z' --- -6"PIR —0+40 259 258 258 257 257 256 n -4• -nn n -1-4.n n4 -Rn 14-9n 14 -Rn 94 -nn 9 -4 -An 1) -1 -Rn '�_L')n '� _LPn A inn A-LAn 4+80 2592 2 U -n � i I - s I I vj 2 I 5 U N O � to O t_ WTONI w z I N y O m m .� E_-0 =- C O a L W ---------- U vV v c o= ois (� 00 LO (D ov'zOv Co 00 00 LO m _ •v= U O C Q >-• W C 0. U C t 1 C. p. Q 3: vi W N V 6. y FE 6 N C14 L �� EXISTING GR UND N �t C*4 n Mo 0 s �� O in o• z �/�•� c 0E o o 4 w � AT CENTER NE �r �O Q1 N O = M ZQ A o ZT C; GJ 01 Q � M Of U 0- CLW W � ai a v � V •m C, h� E H� t~ ±u m z c v s o LL o O in s p v 'c _ LLcp m v j p oIEp FINISHED O .•O. V � V W D fn O N fA C 3 V O 00 � `" GRADE AT w at � < > 00 _ ¢ 61.3 7 LF O•qo N U / CL tpj G•- yN VERT <:9 O T O C p 0 N z CENTERLINE o i N p �• O Q `" 14" WWA C-905 0 0.16% `C w . p ; a! pUy Q SHEET C C Lii ~F— ae e � y y U W. HAVAS I I FALLS ST z z o v_ r %; 1;1, o N en w O C p A .V- m •v H v w •� 3 v'2 rn o d v O W O L C O O O � - _ - - - - 111.05 LF \ ` cq z 153.54 LF V O 6 . •�0--, 15" PVC 0 0.167\ N N v p.,0•N (3 41 Z 15" 0.15% I �Z INSTALLH RACK u?Z I �M LO r OVERFLOW PIE aQ� �. 6'o ' INVERT= 257 .90 v RR z 0 Z N dN �✓ N tocli v LO In - LO P% CONNECT INTO EXISTING 2 �n N � Ln r-" ^ N LEMP CANAL. SEAL ii CONNECTIO AND INSTALL z z 15" FLAP V LVE. o INVERT= 2577.00 R II �� > �LO 256+40 01 u-ruu u-rlty u-rou i -r/-u i -rvu /-ruu L-rltu L--ou JtZu 1) -0u 4tUU 4+qU m ?576 ?572 2564 4+80 F- — — — — — — - i I I �• GO� VV ----------- I I I I REMOVE AND DISPOSE OF 1-` EXISTING CONCRETE DITCH EXISTING 15" PVC 0 0.467. INV=579.52 PLUG END OF PIPE SEE SHEET GIR-1 D 40 20 0 40 80 120 SCALE IN FEET HORIZONTAL SCALE 4 2 0 4 8 12 SCALE IN FEET VERTICAL SCALE FIL STRUCTURAL FILL NOTE: CONTRACTOR SHALL STRIP EXISTING DELIVERY DITCH AND BACKFILL WITH STRUCTURAL FILL TO 95% STANDARD PROCTOR IN 1400T 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 -n � i I - s I I vj 2 I 5 U N O � to O t_ WTONI w z I L y O m m .� E_-0 =- I a L W ---------- U SEE SHEET GIR-1 D 40 20 0 40 80 120 SCALE IN FEET HORIZONTAL SCALE 4 2 0 4 8 12 SCALE IN FEET VERTICAL SCALE FIL STRUCTURAL FILL NOTE: CONTRACTOR SHALL STRIP EXISTING DELIVERY DITCH AND BACKFILL WITH STRUCTURAL FILL TO 95% STANDARD PROCTOR IN 1400T 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. l OF G U -n � •.�•+ O y 00 C N OO� vj 0- > dM: 5 U N O U to O t_ WTONI w z V 20 L y O m m .� E_-0 =- N V t7 > > a in W Q E c v v cCe U vV v c o= ois (� () (D ov'zOv U m _ •v= U O C Q >-• W C 0. U C t 1 C. p. Q 3: vi W N V 6. y FE � C C 0 Q in o• z �/�•� c 0E o o cu w O w Vi a. �O Q1 N O = Q ZQ A o ZT C; GJ 01 Q � M Of U 0- CLW W � ai o v � V •m C, h� E H� t~ �D 'p O•• N L O. L •t!a �• v y z c v s o LL o O in s p v 'c _ LLcp m v j p oIEp Q rr O .•O. V � V W D fn O N fA C 3 V O 0 C C C' Z V V -101 •y =•.VQ. 1"=40' 1"=4' O•qo N U / CL tpj G•- yN VERT <:9 O T O C p 0 DWG.DATE 03/05/19 p. 3 V -O O. PROD. NO. 181101 rls N p �• O Q y 'p0 N = CO > `C w . p ; a! pUy Q SHEET C C Lii ~F— ae e � y y U a ' p ` .V T C z z o v_ r %; 1;1, o N en w O C p A .V- m •v H v w •� 3 v'2 rn o d v O W O L C O O O � ti •••' C ZS ?` O C 2 HN p 'C -U g V O 6 •�0--, N N v p.,0•N (3 41 Z _a,QNAL L�►,►r l OF G C'_ oca � _I o fw" M N ro co F- 00 N L W X ft—co � � V FE :i cm000) � Zw c> W z�I O n> N o O OL.•- e... T^ Lu vj 5 U N O uW WTONI w z O -zvizz ¢ o n J J g W O W O C) p W W r- 2 W (n (� p W O Z ov'zOv z m Q o Z cr_ W o Z O FE C'_ oca � _I o fw" M N ro co F- 00 N L W X ft—co � � V FE :i cm000) � Zw c> W z�I O n> N o O OL.•- e... T^ 181101-GIRR.DWG Lu vj WTONI O n m Q o Z W ��z[� � Q o w O w � ZQ A o —2 � z o W � �� o U H� t~ �D - O 0 Q rr LL 0 uJ SCALE 1"=40' 1"=4' z / HORIZ VERT 0 DWG.DATE 03/05/19 PROD. NO. 181101 rls "— m Q SHEET 16 OF 23 Lii ~F— GIR-2 O z o 181101-GIRR.DWG —EP I � cool 00gg� SUBDNU 2 I I I I I I i ----------I----- VPAi�MOMT�"0.30—-------'--------— — — — -- ---- � sup-30----�--------------� I \ Z 5o' PARAP�UMP \ — — —— ------- —— — — — — — — \ �EP EP --------- 9TEC--EP EP EP EP Ep ----EP EP—EP _ W McMILLAN RD. EP 12� EP E12W EP EP EP EP EP EP EP EP EP EP /EP EP\ — 12W W. MCM/LLAN RD. EP — W. McM{CLAN RD. � '_ _ �"�_ �. -- .-_ —�.� EP EP EP EP '� �.. ��+.�....�. .� . r ..1•r _.0-"''ai Esvvar"-';`.u''dasras - _ 4P EP EP EP EP EP EP .�— . __— L- _ � P .� EP -Ec - E� � EP LIGHT# I w•ia•Y.a" s.c:+�1'�i+Sei:�.m :.�..'v'Y ',.:�.'`� -..s-.,t:F43+':3r 'i�""-`�- EP EPp r. p s._:..ss...Ez.:.;a?:...:.��.6e-- EP •ts...�ir `�.+'so' T TOB TOB T0B TOB-- 'i6@——Tbg —TOB TOB T -- - - — — — — T -0B— — TG- LEMP CANAL t' LEMP CANAL MP CANAL LEMP CANAL HP a, - OHP Toe Toa roa TOB Toe TOB Toe TOB .:.'.,...::.: - OHP OHP ---- OHP OHP OHP Toe 1 I H 1 OHP OHP OHP 6"PIR 6"PIR 6"PIR s"PIR------- FLIT RE PHASE BLOCK 1 W z FUTURE PHA E O 1 3 2 N Y 2 U FUTURE PHASE W. TIDA ST. LIGHT# 1 2 I o 4 I m 5 r 3 1 4 — . .. — 1 ..� . 5 BLOCK 2 6 1 7 8"W W. TIDA ST. .1 2581 u rin 2580 # 2579 LIGHT 2576 _------------S =2 HELF575-9-- ai 2575---------------� 2570 wa s ' I w I I I f,, ( 2570 j -----------------.2575.----- - r 2576- m 2578 — 2579 v I I 2580 _ 2581 EP EP 1 EP 4 BLOCK 3 EP W LIGHT# y o R � L) Ell ( m 17 �q � a 1 F� - P EP ,1 16 I. 4"PIR \ BLOCK 3 . s I ` \ 15 I I I I � 5 9 kir 60 30 0 60 120 180 SCALE IN FEET im ell, �' - EXISTING TYPE ii STREET LIGHT PROPOSED TYPE I STREET LIGHT C PROPOSED TYPE II STREET LIGHT LIGHT# MERIDIAN CITY LIGHT POLE NO. LIGHT# n/ � - — ucHT# 2 3 4 5 6 7 LL ,0 BLOCK 3 14 I 2581 u rin 2580 # 2579 LIGHT 2576 _------------S =2 HELF575-9-- ai 2575---------------� 2570 wa s ' I w I I I f,, ( 2570 j -----------------.2575.----- - r 2576- m 2578 — 2579 v I I 2580 _ 2581 EP EP 1 EP 4 BLOCK 3 EP W LIGHT# y o R � L) Ell ( m 17 �q � a 1 F� - P EP ,1 16 I. 4"PIR \ BLOCK 3 . s I ` \ 15 I I I I � 5 9 kir 60 30 0 60 120 180 SCALE IN FEET im ell, �' - EXISTING TYPE ii STREET LIGHT PROPOSED TYPE I STREET LIGHT C PROPOSED TYPE II STREET LIGHT LIGHT# MERIDIAN CITY LIGHT POLE NO. A REDLINED AS BUILT DRAWING OF THIS PLAN SHEET TO THE STREET LIGHTING ELECTRLIGHT# I ICAL PERMIT, OR WORKSDEPARTMENT PRIOR OOT EQUESTINGA HARD PFINAL INSPECTION. Y TO THE MERIDIAN CITY PUBLIC 11 I`I 17 6. CONTACT THE CITY TRANSPORTATION AND UTILITY COORDINATOR (208) 898-5500 FOR QUESTIONS REGARDING UTILITY CONFLICTS, OR TO ACCESS ` r L LOCKED METER PEDESTALS. Q o ( 7. CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH IDAHO POWER CO. Z 8. VERIFY LIGHT POLE LOCATIONS WITH THE OWNER AND MERIDIAN CITY PRIOR TO 18 \ \ INSTALLATION. 12 I I \ co \ \ 9. THERE IS A 10' STREET LIGHT EASEMENT ADJACENT TO ALL STREETS WITHIN THIS SUBDIVISION. 10. TYPE 1 POLES SHALL BE BLACK. ' ( R- 13 13 �� 4 s a 19 N 1 LANDSCAPING NOTES --..:.. '-.'• , . __—_____ _�_ 1. LANDSCAPE AND TREES ALONG ALL STREETS TO BE COMPLETED gW 8°w ----w----- AFTER CONSTRUCTION ON THE LOTS. TREES MAY BE MOVED TO W. BIRO WING DR' W. BIRD WING DR. w. BIRD a Pvc wiNr /)RACCOMMODATE DRIVEWAYS, UTILITIES AND LIGHT POLE LOCATIONS. es uGHT#Lu � (. Q i Z Z 0 Z 1 I U 1 0_ BLOCK 6 �-- m U 4"PIR ------ 4 RR— n/ Q C V O N CL Q c a> o'2 > o, 00 8 LL ,0 I -------- 14 I m Z 9 N�'c(o c -35 � c�� 7'- M 0 AA11 4b. 6 m N yN u– I v O Q� o N 0 Q � w�( (D ID F- > w CURRENT VERSION OF THE ISPWC, THE MERIDIAN SUPPLEMENTAL ,tgOSG U �No6� tQ L •F^+,, N .V O N N e Uo MM4� W a 20 Q 'a L � 0- pf N V m iT 3 4-0= U/W e U N L O N N •- f^ 2. (75 �/J c c o 3 s y O v W a No. U c'=ys - "' z c_ •/—� rnw�� C y — ii U •E- IT y v D z ~ J f1 a_ r�"A m o N C Lj� ap Q' c 3 y o 'cp m 15 o Q ck:: V O w�.+ aU5 m w 3 V C N '401-9 o'vii ` U •1_-' '00 11 2 REQUEST INSPECTIONS.CL N ✓ o w o W o m a n O L O -r•N O O inn o N W o=mf VN O E 'O o 3. INSTALLATION WILL REQUIRE INSPECTIONS FOR THE CONCRETE BASE 00 } W Z D J W Z Z Z N L �_O6a� REINFORCING, BEDDING, BACKFILL, AND FOR THE POLE AND ASSOCIATED L O� moo= �, 3 Zo I; D C, N 2 0 WIRING. T U U •O p ' � Cl Cl G CL Z d O N !E- E cL �� ao QU Y 10 =. O�Uo0- 16 q 4. N O U T7g N N a w o N W o J 3r��Ng¢� c ��' FIRE HYDRANTS AND 2' MIN. FROM WATER METERS. 3 ;9 0 3 N O U in 3 z m Q pzmm� O L O O N U C 5. KEEP ACCURATE NOTES OF CONDUIT AND JUNCTION BOX LOCATIONS. ATTACH w o Z a o g• � g•3 H Q N � Qw •3 _ Z U � ami � m N '2 "142 o'v . v •� O O V (Oj CN C O aNi 8,:8r -'a `- O _c,1pNAL 4w A REDLINED AS BUILT DRAWING OF THIS PLAN SHEET TO THE STREET LIGHTING ELECTRLIGHT# I ICAL PERMIT, OR WORKSDEPARTMENT PRIOR OOT EQUESTINGA HARD PFINAL INSPECTION. Y TO THE MERIDIAN CITY PUBLIC 11 I`I 17 6. CONTACT THE CITY TRANSPORTATION AND UTILITY COORDINATOR (208) 898-5500 FOR QUESTIONS REGARDING UTILITY CONFLICTS, OR TO ACCESS ` r L LOCKED METER PEDESTALS. Q o ( 7. CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH IDAHO POWER CO. Z 8. VERIFY LIGHT POLE LOCATIONS WITH THE OWNER AND MERIDIAN CITY PRIOR TO 18 \ \ INSTALLATION. 12 I I \ co \ \ 9. THERE IS A 10' STREET LIGHT EASEMENT ADJACENT TO ALL STREETS WITHIN THIS SUBDIVISION. 10. TYPE 1 POLES SHALL BE BLACK. ' ( R- 13 13 �� 4 s a 19 N 1 LANDSCAPING NOTES --..:.. '-.'• , . __—_____ _�_ 1. LANDSCAPE AND TREES ALONG ALL STREETS TO BE COMPLETED gW 8°w ----w----- AFTER CONSTRUCTION ON THE LOTS. TREES MAY BE MOVED TO W. BIRO WING DR' W. BIRD WING DR. w. BIRD a Pvc wiNr /)RACCOMMODATE DRIVEWAYS, UTILITIES AND LIGHT POLE LOCATIONS. es uGHT#Lu � (. Q i Z Z 0 Z 1 I U 1 0_ BLOCK 6 �-- m U 4"PIR ------ 4 RR— n/ STREET LIGHT NOTES FUTURE PHASE 00 8 ,0 I -------- 14 I m Z 9 N�'c(o c -35 � 2 �o• M 0 J0 0 u– I 1. ALL STREET LIGHT CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH THE ,' v l�'�N OF w�( 00 F- > w CURRENT VERSION OF THE ISPWC, THE MERIDIAN SUPPLEMENTAL ,tgOSG a- o 4.1 MM4� o SPECIFICATIONS TO THE ISPWC, AND THE NATIONAL ELECTRIC CODE. Z o N f^ 2. A STREET LIGHTING ELECTRICAL PERMIT SHALL BE OPENED PRIOR TO STARTING W a l"=60' — — — — — WORK. USE THE ONLINE CITIZEN PORTAL AT D z ~ J 9 15 o https://citizenportal.meridiancity.org/CitizenAccess/ TO OPEN A PERMIT AND w 3 m REQUEST INSPECTIONS.CL o w o W o m a n N W o=mf 3. INSTALLATION WILL REQUIRE INSPECTIONS FOR THE CONCRETE BASE } W Z D J W Z Z Z REINFORCING, BEDDING, BACKFILL, AND FOR THE POLE AND ASSOCIATED Uj Z WIRING. Cl Cl JoNc�Z Y 10 =. 16 q 4. STREET LIGHT BASES SHALL BE LOCATED 10' MIN. FROM TREES, 5' MIN. FROM N a w o N W o J ;: ��' FIRE HYDRANTS AND 2' MIN. FROM WATER METERS. 3 z m Q pzmm� 5. KEEP ACCURATE NOTES OF CONDUIT AND JUNCTION BOX LOCATIONS. ATTACH w o Z a A REDLINED AS BUILT DRAWING OF THIS PLAN SHEET TO THE STREET LIGHTING ELECTRLIGHT# I ICAL PERMIT, OR WORKSDEPARTMENT PRIOR OOT EQUESTINGA HARD PFINAL INSPECTION. Y TO THE MERIDIAN CITY PUBLIC 11 I`I 17 6. CONTACT THE CITY TRANSPORTATION AND UTILITY COORDINATOR (208) 898-5500 FOR QUESTIONS REGARDING UTILITY CONFLICTS, OR TO ACCESS ` r L LOCKED METER PEDESTALS. Q o ( 7. CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH IDAHO POWER CO. Z 8. VERIFY LIGHT POLE LOCATIONS WITH THE OWNER AND MERIDIAN CITY PRIOR TO 18 \ \ INSTALLATION. 12 I I \ co \ \ 9. THERE IS A 10' STREET LIGHT EASEMENT ADJACENT TO ALL STREETS WITHIN THIS SUBDIVISION. 10. TYPE 1 POLES SHALL BE BLACK. ' ( R- 13 13 �� 4 s a 19 N 1 LANDSCAPING NOTES --..:.. '-.'• , . __—_____ _�_ 1. LANDSCAPE AND TREES ALONG ALL STREETS TO BE COMPLETED gW 8°w ----w----- AFTER CONSTRUCTION ON THE LOTS. TREES MAY BE MOVED TO W. BIRO WING DR' W. BIRD WING DR. w. BIRD a Pvc wiNr /)RACCOMMODATE DRIVEWAYS, UTILITIES AND LIGHT POLE LOCATIONS. es uGHT#Lu � (. Q i Z Z 0 Z 1 I U 1 0_ BLOCK 6 �-- m U 4"PIR ------ 4 RR— n/ U) / FUTURE PHASE 00 Z ,0 -------- o m Z W 2 �o• M 0 J0 0 u– L---- >.. W w�( 00 F- w LLJ Lli O a- o 4.1 MM4� o Z o VG.DATE 03/05/19 )OJ. No. 181101 ris 3HEET 2 OF 23 LGT-1 /SHEETS/181 101 -LGT.DWG 0 C"{ m Z W 0- - 4 WOmr 0 z w�( F- M LLJ Lli mml H o 4.1 MM4� ;ALE l"=60' VG.DATE 03/05/19 )OJ. No. 181101 ris 3HEET 2 OF 23 LGT-1 /SHEETS/181 101 -LGT.DWG '(n IEJ—EP—EP -EP EP EP --- -EP EP EpiZ 5 EP EP EP EP EP EP EP {gyp EP EP — W.McM/CLANK -- -- -- -- --- -- —'— — --—_................ 2$1 12W -- 12w 12W 12w EP Er EP FM MCY1UAA1--RD. - - EP EP £.. 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N 580 ' :::::::::::';: ::• ............... aoB Toe 2580............. OHP ;OHP OHP OHP OHP OHP OHP OHP .. :' ,0} ......................:. :...... B........ Toe...... Toe2 TOB.....'TOO .......... —.To6 -::-roe' f :` _ . OHP OHP OH OHP N OHP 35 LF SLV OHP Ok P ................ HP.. W ........ ...... O OHP OHP - - <.. OHPLU P. -T— _— �.._ ° _ HP. 1 P1 S2 . '��- . �� I7 TB _ - TB T8 .. e C4 S2 C4 - _- - - (� � a a �– --�'� V♦ — ° --� — N3 - - - - = - _ V1 34 LF SLV_ 34 LF SLV V6 PI = - - I G I 10.1-F PI PI 195 LF PI WC; S 1 PI PI 68PIR PI - `n g - � - - - IN ® S1 LF 87 LF P - - 01IR - S 363 PI P 88 LF� PI PI PI T – – – • • .:� t 7 PI 592 LF PI PI .. L p GROSSING I V6 S2 S1 P6 P410 LF SEE LANDSCAPE..PLAN................................ P6 S1 S2 34 LF P6 ;::: EFIE► Q. Z I I :' : ��'� G6 FOR BERM DATA S1 TSP. I : 1 SLV I S D P6 W COBg�f SUS N 84 S1 TYP. FOR BERM DATA PLAN S1 TYP. W :'TB` I O h ' FLIT RE PHASE TB FUTURE PHA E _ (n I BLOCK 1¢ °s h a BLOCK 2 ILn ..... ...... 19 I z I L3'32 2 3 4 6 � 3 5 YC)2 .........................2579......1 .... - 5 ---- ----- ------4 Z 14 15 TB SEE THIS SHEET, BELOW —EP EP EP EP EP — 2581 12w SE 1'2W EP SEE SHEET PIR -2 NOTES: EPEPEP`-\\_EP 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. ........... EP 2. CONTRACTOR SHALL RETAIN AND PROTECT ALL EXISTING UTILITIES, EVEN IF NOT SHOWN. �:�•=s�:��E�---r��:::::��_� �-�3. CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING SERVICES PRIOR TO CONSTRUCTION. --...:....... 706.....—.....................:T...................—.............9�::.:.....—...:..:.. .:::::::: ::-::-::='::—:. :: ::. : J4S ................................. CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF THERE ARE ANY DISCREPANCIES. ... LEMP CANAL 4. CONTRACTOR SHALL VERIFY THAT EVERY LOT HAS AN EXISTING PRESSURE IRRIGATION SERVICE. ............................................................. CONTRACTOR SHALL INSTALL A SERVICE TO EVERY LOT AS NEEDED. -TOB- :TQB ;........TQB........... TOB - ...... 5. CONTRACTOR SHALL PROTECT AND RETAIN EXISTING FENCE LINES WITHIN SUBDIVISION. OHP OHP: _ - - PRESSURE IRRIGATION KEYNOTE LIST -- - S2 TB 16 - - - o ITEM DESCRIPTION IR - - ,r,......... Pressure Irr. Se ' �- P' I N3 P1 P Service, 1 , PVC, CL -200 P6 P4 Pressure Irr. Main, 4', PVC, CL -200 zsa� P6 Pressure Irr. Main, 6', PVC, CL -200 P8 Pressure Irr. Main, 8', PVC, CL -200 I C2 Pressure Irr. Sleeve, 2', PVC, AWWA C-900 9 3 t r- - - - - - - - C4 Pressure Irr. Sleeve, 4', PVC, AWWA C-900 I 10 I C8 Pressure Irr. Sleeve, 8', PVC, AWWA C-900 5 I h C12 Pressure Irr. Sleeve, 12', PVC, AWWA C-900 V1 Valve, 1Gate V4 Valve, 4' Gate V6 Valve, 6' Gate 11 I Q� V8 Valve, 8' Gate T5 Tee, 4'x 4'x 4' T7 Tee, 6' x 6' x 4' �v I T8 Tee, 6' x 6' x 6' -------_ T10 Tee, 8' x 8' x 6' �'. CP, °° 12 I E9 Elbow, 4', 11 1/4' E10 Elbow, 4', 45' I a E11 Elbow, 4', 22 11Z Lu nR S1 E12 Elbow, 4', 90' z I E13 Elbow, 6', 11 1/4' E14 Elbow, 6', 22 1/7 V• _ CL > r ` 1. - E15 Elbow, 6', 45: I ...- 13 I I E16 Elbow, 6', 90 12 as` Z j 5' I E20 Elbow, 8', 90' TY� C ( I R5 Reducer, 6' x 4' 6 .; 62 G4 Plug or Cap, 4,. LF SLV 102 LF 6 -� = :.:. n --- - - 66 LF 15"GtR! I G6 Plug or Cap, 6' .D- 13't D Irrigation Main Line Drain S1 Irrigation Service, 3/4', See Detail, Sheet PIR -2 P6 S2 Irrigation Service, 1', See Detail, Sheet PIR -2 14 1 I TB P.C.C. Thrust Block (as required even if not shown). I I N1 Deflect Pipe Per Manufactures Specifications And Recommendations. <. 9s:: I N2 NOT USED -...- I� d Retain and Protect Existing Pressure Irrigation, Pressure Irrigation Valves N3 and Services, etc. All Existing Landscaping, Pavement, Fencing, Trees and s a Walkways. Restore/Repair to Original Condition or Better. ti± L — PRESSURE IRRIGATION LEGEND PIR PIR EXISTING PRESSURE IRRIGATION LINE P' 200 LF CONSTRUCT PRESSURE PIR200 UNE & SERVICES ► CONCRETE THRUST BLOCK ® VALVE -�- SLOPE PIPE TO DRAIN 0- MAIN LINE DRAIN 40 20 0 40 80 120 SCALE IN FEET /V z _0 U z .0 LO U o0 1 LL J W Z > 00 W p a- m CL Q 00 F LL z 1\ i 66do� W N 00 c N O z IL O O> Of a. > n aQ: zo��w z vi z Z 4 O z �7m 0 �ZN�z W C O EUS o U N -•i0+ O O (; 2 O Q>) n a� D O n a v E cv v` F- U V U v a�c iu Oc M O Z R L0) A oz w WEU) ♦J Q y U O N y� C/) w Q CD P Maio 1 Xli -cava U z vJ ccsn3�'r�n b to U o �w-�5( Z c N o 0 ic-Q p E� v ;,�� FLa �_ O+ G a y a 'c: U C�AE�� O'v� `U O>- 10�z O LLL ,... O •p O *-- E ,y D U O U WW 5�/ 52 O. _ o v ao E / LL IY■�} a. G n `o n ^ {1 0 U C ti N - N C C 3 •.L..i O N { C C wU+ C y a, V :_' y v. -c L N N C •3 C G � V .y n y U y N H N cc O V 0 �E Vj O -C Zr C L O o V C d 3 E to o Z 1\ i 66do� ca J0 Uj O Uj 10 F - Nn 04 4 1- 06 v W WW x � o 200 000 < ob 0 Of �� Lu Z � N 04 010 r a - W E-4 omo�o z ��WmZ zo��w z vi z Z 4 O z �7m 0 �ZN�z W z o W 0 O z z z a w W M O Z R ca J0 Uj O Uj 10 F - Nn 04 4 1- 06 v W WW x � o 200 000 < ob 0 Of �� Lu Z � N 04 010 r a - SCALE 1' = 40' DWG.DATE 03/05/19 PROD. NO. 181101 rls SHEET 17 OF 23 PIR -1 /SHEETS/ 181101 -PIR.DWG W E-4 � z z �7m W z o W 0 Q o LU rr L0) A oz w WEU) C/) w SCALE 1' = 40' DWG.DATE 03/05/19 PROD. NO. 181101 rls SHEET 17 OF 23 PIR -1 /SHEETS/ 181101 -PIR.DWG Ne) W T - -° -C C N .0 C O C: c v (5 a) O o > n1- a> LL '4... .2.-5 n n. X ci- a Vi SEE SHEET PIR -1 . t5 -C o y„ +i♦'+ > cc E 2 in n r �m t°o�aa rn rCL U c� o P, o Eo o cY - o -� I � I I N v p � U ; S10 co ¢ I U �LOUa - O C ST. 5, I ...... C �' ° i T. .....................TB I 13 S1 P, I 14Q _ - - V6 TB s Pfi V4 5'I I J L c o s1TYP. n 12 Z NOTES• cn� Wy��N� Z cco-�3 it TB R5 T8 112 LF E 8y 10 TB T7 P S1 - n,� ::: I I 1. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL s ` T ` o S1 TB V6 1 �F PI PI P6 P, P, P, PI V6 C V6 - d EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR o E > N S(� 316 LF P6 ==-------- a pHASE I ' .12 LF ASSUMES ALL RESPONSIBILITY FOR ANY AND ALL DAMAGES a. 3 a P4 3 ClC1 6'PgZ g 62 LF SLV 102 LF % S2 1 �s�o 2581 - - - - m � 0 `o - o. W` m :CIO . 66 LF 15" Gt[? CAUSED BY HIS FAILURE TO EXACTLY TE D PRESERVE ANY T8 TB S EXA LOCA AN I D ,Sc�h' 2580 S2 ° P -� I AND ALL UNDERGROUND UTILITIES. CONTRACTOR SHALL CALL DIG a .N f 93 •p C Vj ° J 2579 N _ `u D D 13't I LINE AT 1-800-342-1585 PRIOR TO ANY EXCAVATION. I _ P8 I I 2. CONTRACTOR SHALL RETAIN AND PROTECT ALL EXISTING UTILITIES, Z s SHELF=2575.9 2576 - r, :------------------- SHELF 5 -- 5 IF NOT SHOWN. O N N - 2575 --------.--- :----- P6 3. CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING — N I Z PUMP STATION, 2570 \` n W 8 14 ( o a I W I SERVICES PRIOR TO CONSTRUCTION CONTRACTOR SHALL NOTIFY U o cSEE SHEET PMP -1 I "� - o t TB E20 V8 + I I THE ENGINEER IMMEDIATELY IF THERE ARE ANY DISCREPANCIES. W + ' 4. CONTRACTOR SHALL VERIFY THAT EVERY LOT HAS AN EXISTING w J a � 2 w O O d O L O I v a> 1 . I � I� .•.L.. o 'd0 -. O a V I _ I PRESSURE IRRIGATION SERVICE. CONTRACTOR SHALL INSTALL A I-- # o �' � 3i PUMP INTAKE POND (HW=78.9):: �" I °; -:�--�.--•- ( 0 _= c� SERVICE TO EVERY LOT AS NEEDED. (n o o y 73t SEE SHEET PMP -1 PI r e (� -• ' 1 ::: c PI a I U cv v p >— p :00 � SEE SHEET PMP -1 + o o , T� ? 4 �" ' I I� I 5. CONTRACTOR SHALL PROTECT AND RETAIN EXISTING FENCE LINES a Z 5 � _ »- ....... ' M W W S1 TtP. I PI I WITHIN SUBDIVISION. CL 0 Pt d e ASPHALT ACCESS--------------------------- 257557---------- Q U - FOR PUMP STATION,---- 2576 - I L — — — — — — — —�oo¢o I TV. S1 I EL 2 5.9 SEE DETAIL, SHEET 2578= ; DT -1 — 2579 O 3-2 O N 9 a� c Pi' I I 2580 1 2581`0�y N 4) EP EP I ,Q - O C U 3 I EP EP Y ( aNi odd 5 PRESSURE IRRIGATION KEYNOTE LISTCIO A I� BLOCK 3 9 EP I m "3't ,' ITEM DESCRIPTION w o o T o c$ v d 5 A i� P1 Pressure Irr. Service, 1 ", PVC, CL -200 cc Vj � O � yU_„ •C P4 Pressure Irr. Main, 4», PVC, CL -200 ` EP : EP J 10 Y s 16 PV - rL- o W � _ Z E:- E� P ' U ° -CO�� P6 Pressure Irr. Main, C, CL 200 I I I M m °s I QFC P8 Pressure Irr. Main, 8 PVC, CL -200 —`.. — _ , I C2 Pressure Irr. Sleeve, 2», PVC, AWWA C-900 �,gs1� STE��'G'f�, O I ` IL _ I nP. S1 I V� C4 Pressure Irr. Sleeve, 4', PVC, AWWA C-900 EP 4 a ° _ C8 Pressure Irr. Sleeve, 8", PVC, AWWA C-900 6 s> o ( C12 Pressure Irr. Sleeve, 12", PVC, AWWA C-900 1 n 2S8p 1 _00>: V1 Valve, 1' Gate U �N Y. ST�� m TB 11 I ' 17 `r V4 Valve, 4' Gate z s• 17 S2 P4 I I V6 Valve 6' Gate PI ... f 11 I 3,e 2JC4%.. t w P4 s S1 V8 Valve, 8" Gate = W g Z O o 3 O 44 PI PI b °i: = P6 T5 Tee, 4" x 4' x 4" - m N S 1 TYP. I . -w z T7 Tee 6" x 6" x 4" o W m i P4 Zo�w PI �+ ° -Z •zz 1, E9 V4 TB g P4 �,� Fes ...................,% -� PI S1 I I _ Tee, 6" x 6" x 6' z 1 r � I T8 T e :' . a ( 7 1� S1 � :... Fp 8 x - I I i� I I I\\ T10 Tee, ' x 8" 6' ozNoo .•" .. J EP EP = ow, 4", 1 1/4• w N w� o _ —� i I ............... \ E9 Elbow, 1 N o w o C1 5z� P4 12 ............. > 18 \ ZZZ�G S �2� 102 LF `�' I 1 TB ¢ ,: 5 \ E10 Elbow, 4 , 45 w m w 3 w � m E11 P, 4W— It PI I o I - \ \ �0. E11 Elbow, 4", 22 1/7 Z o Z = w z C pit SE - — — P6 a. 16 TB S1 E9 S1 S2 I cQ, IYP. I \ \ J0 E12 Elbow, 4", 90 s I w: \ P TB T5 P, P4 4 144 LF s \ TB U I' ............:: �� E13 Elbow, 6", 11 1/4 o TB V4 10 E9 �., I. \ o s .......... :.PI o .... \ bow, 6 , 22 1 /27 J I:.:S1 w \ s \ E14 EI W M Elbow, 6 , 45 N .s E15 00 IYP. S1 :' BLOCK 3 13 i I v� E16 Elbow, 6", 90' N ri o II00 C4 19 (: E20 Elbow, 8". 90' w \� x 'PI FUTURE LOT ° \ 15 0 l JF, 14 I R5 Reducer, 6" x 4" `` J i ................. �� g�•i C? C) \ ►m : I co G4 Plug or Cap, 4" O o a. V6 z i f...- G6 Plug or Cap, 6 < Q ao \ — , too Main a Drain Cz © o / ° — --- S. — " D Irrigation n M 'n Lin W CO _ _ _ _ _ _ _ S1 Irrigation Service, 3/4", See Detail, Sheet PIR -2 z u W W S2 / I \ " — W ion Service, SeeDetail, ee I - . 1' S g WING DR. W BIRD WING DR J W. B' — RETAIN UC1 W. BIRO W/NG DR e Sheet R o RD _ . � S2 Irrigat't P 2 = PI AI & PROTECT: PVA 8 PvcTB P.C.C. Thrust Block (as required even if not shown). _fit LF 4 P4 j 8"W — 8"S P6 B \>>( \ b .1....a -____-_-____-_= N1 Deflect Pipe Per Manufactures Specifications And Recommendations. \. �\ d 1 w ---------. I a. ......--•'-- - NOT USED C8 —\ a N2 ED EG Fc.. ec E9 E11 V4 TB � ` � �— Z V6 I • ... ................. Retain and Protect Existing Pressure Irrigation, Pressure Irrigation Valves y- oN3 and Services, etc. All Existing Landscaping, Pavement, Fencing, and v g H z 5 Walkways. Restore/Repair to Original Condition or Better. � [i M . I BLOCK 6 0 I Z m Z ............ Iz �I Z 0_ FUTURE LOT BLOCK 5 TBI -- U I 5 1 S1 l 4 S1 Q I 4 3 2 PI _ 1 66 LF P4 w ----------- +' rr 110 LF 4 - -------- - _ (� ri■� Ci �' 'T PRESSURE IRRIGATION LEGEND FUTURE PHASE 102 LF + 3, P4 61 LF SLV �, 10 LF T7 TB w H LLJ P6 I V6 G6 TB —PIR PIR— EXISTING PRESSURE IRRIGATION LINE Ci 31 J I _ o I I PI 200 LF CONSTRUCT PRESSURE 0) U C/) I PI I ^�I S1 FUTURE LOT FUTURE pHASE PIR Z W w S1 S1 TYP. TV. S1 I I = IRRIGATION LINE & SERVICES r- 0 N w .t !::: ► CONCRETE THRUST BLOCK - ...... 1a LF _ --- '� PI PI - --- — — - O _ PI PI I I PI I PI P, 4"PIR— 4'PUi T r ® VALVE i• 375 LF . . ........ . .......... PI :.: LL V4 T5 I 1 S1 I I = P� ' I -CO SLOPE PIPE TO DRAIN S1 P. I \ G4 TB TB �' 0-- MAIN UNE DRAINTBI �W SCALE 1" = 40' Fes. - I Q 0 mp V �J Z DWG.DATE 03/05/19 FUTURE PHASE I I I O = PRoJ. No. 181101 rls • :: —------------ C)C— SHEET 18 OF 23 I II I I 40 20 0 40 80 120 m Q f1jPIR-2 SCALE IN FEET LL Z p /SHEETS/ 181101 -PIR.DWG O 3' SDR 21' PVC RISER EXTEND 1F O Y x 4" x 6' CINDER BLOCK (OR O 4' or 6' x 1' SADDLE MINIMUM O 4' or 6' MAIN LINE MINIMUM O 3/4' or 1" BRASS PIPE p L 7 a c N _ a� aQ� 3/4" or 1' 200 PSI POLY 18' AB, O 1' BRASS CURB STOP O ROCK CHIPS O 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 MINIMUN O 4' or 6' MAIN LINE MINIMUM O 3/4' or 1' POLY PIPE 200 PS. p L 7 a c N _ a� aQ� 3/4' or 1" 200 PSI POLY 1$' O 3/4" or 1" BRASS COMP. COUP O 1" BRASS CURB STOP O ROCK CHIPS i0 3" FEMALE ADD. 11 LOCATER WIRE 12 3' PVC PLUG 13 MARKER, STEEL 1' POST u•FMI SHORT NOT TO SCALE •N_ SIDE SERVIC NOT TO SCALE W z t J 1 LOT W 5' a 0 a 5' BACK LOT 3 SIDE LOT 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 UDS 1 1/2' BRASS PIPE PVC RISER (TYP.) 1 1/2" CURB STOP BALL VALVE SUCH AS FORD B11-666SW --1 1/2" PVC PIPE X MIN. 12" DRAIN ROCK [MIN. 1 CU YD. AT BOTTOM OF VALVE DRAIN ROCK FOR SUPPORT DRAIN VALVE NOT TO SCALE PRESSURIZED IRRIGATION NOTES 1. 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. 2. The horizontal separation of potable water mains and non -potable water mains (sanitary sewer, storm drain, and irrigation) shall be a minimum of ten (10) feet. Where it is necessary for a potable water main and non -potable water main to cross with less than eighteen (18) inches of vertical separation, the crossing shall be constructed in accordance with Section 542.07 of the Idaho Rules for Public Drinking Water Systems (IDAPA 58.01.08) and Section 430.02 of the Wastewater Rules (IDAPA 58.01.16). 3. The horizontal separation of non -potable services and potable water services or potable water mains shall be a minimum of six (6) feet. Where it is necessary for a potable water main and non -potable water main to cross with less than eighteen (18) inches of vertical separation, the crossing shall be constructed in accordance with Section 542.07 of the Idaho Rules for Public Drinking Water Systems (IDAPA 58.01.08) and Section 430.02 of the Wastewater Rules (IDAPA 58.01.16). 4. 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. 5. Label all irrigation risers and faucets with durable tags carrying the warning DANGER -UNSAFE WATER or NON -POTABLE WATER. 6. Label all valve boxes and vaults with durable tags carrying the warning DANGER -UNSAFE WATER or NON -POTABLE WATER. The valves and boxes are to be located a minimum of ten (10) feet outside of the Public Right -of -Way, private roadways and travelways. 7. 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. 8. 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. 9. 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. 10. 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. 11. All construction materials and installation shall comply with the Settlers Irrigation District Standard Specifications for Pressurized Irrigation System - latest edition, except as modified hereon. 12. 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. 13. Minimum depth cover over all pipe shall be 30". 14. Minimum compaction shall be: a. 95% in Rights-of-way. b. 85% everywhere else. 15. 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. 16. 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. 17. Contractor shall verify the location of all other utilities before installing the irrigation pipe. 18. Contractor to verify location of all landscape lot services with owner prior to installation. 19. Where pipe must be deflected to keep alignment shown on this plan, the contractor shall not exceed pipe manufacturers recommendations. 20. All valves must be at most 10' from the street Right-of-way, unless otherwise shown. 21. All valves at street crossings shall be on both sides of streets. 22. Contractor shall install plugs at end of fittings that serve areas not included in construction of this phase. 23. Contractor shall be responsible for verifying all pipe lengths shown on this plan before pipe installation. 24. 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. 25. Retain and protect all existing utilities and irrigation facilities. 26. 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). 27. 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". 28. Contractor shall install pressure irrigation line to depths that match the final grading plan with 30" of minimum cover. 29. Contractor shall install a service to every lot including common lots, even if not shown. Z 0 U Z 1 0 U-) U 1 00 1 U- ..I W Z > 00 ry C) a m CL Q �o LL Z o OF G 0w�>'_0 W d N o O p 4>1 y w j p L 7 a c N _ a� aQ� ooW�� V N �zoJ 71 _ 5 �. 43 W p y y > f/V�A/ U Cp > j rt+ > C p VL N U UT O o��>W 3... W o N n o a cl w E c a F_ 0 vi wok Z �- U p a, U U OJ (7 z o�a CD V/ L O C n.'V Q .p V z tnO N� N O C = i N d U V)�ow=CD y V y W C V ///L�� 4 N Q N N = Ld V) a N c Np O N C O F Z .� �w L N Z J O S W Z O a /�/ O 45' T O O E 45 N Nlo Q N OQ LL o+ c 3 c rn N p OU w M 0' O ..L.+ Q m N N g o. N 00 N O E 2 Z _E! -,:5 a � d O c C U N N O O :t - O O L O Ul a p 3 O � _ d c C C g O O p QU C v m o a.a W5 N OL O C + O O O N C C U C O N U)3 n C -� V O V ILZ p . d Q O N U U C co � Q U a ` w V p U Q o 15 a3i m N c c w ` o oras z O � NQ.'C .N N O C N Cp ._ R o c E c' v= -Op •y � U N H 3 a o U O N N N O U N ap -E ¢i v rn-v a_Ni p aUi Z OF G LLJ 00 I✓NP') 00 �00� w X V) p o o -o aZ� Q ooM n w Z � rn N o o s C- W LLJ w ooW�� E-4 �zoJ 71 06 Q� Z m � N W Z VL o��>W Q w z z N z a Q o W wok Z �- z o�a 0 V z tnO Q J O Z E ° Z. V)�ow=CD A V y W C V CD w �w Ld V) LLJM H W o z m m 3 N Z J O S W Z O a LLJ 00 I✓NP') 00 �00� w X V) p o o -o aZ� Q ooM n w Z � rn N o o s C- SCALE NO SCALE DWG.DATE 03/05/19 PROD. NO. 181101 rls SHEET 19 OF 23 PIR -3 181101-PIR.DWG W LLJ w 0 E-4 71 06 Q� Z m CO VL Q w W wok Z 0 Z 0 Fy Q Mei ° Z. U A _o C- U rr w Ld V) LLJM H ::D Cf) W r2 SCALE NO SCALE DWG.DATE 03/05/19 PROD. NO. 181101 rls SHEET 19 OF 23 PIR -3 181101-PIR.DWG v CL rY Cr n L a� *X 6" (Remove 1'-6" 1 "Remote Control Valve Programmed to Actuate during Pump Activation, Connect per Notes 8"Discharge Line III Valve and Filter Mdl. No 1000-6-300 with 2" Elect.Control Valve and VF—AC Filter Control 13'-6" 12" 2" Filter Flush Line to Pond (( Aerator Compressor (Base Unit) I 1 1/2" Filter Line from Remote Control Valve for Filter -TI _ 4' — 2 lamp Fluorescent Lights%' V-1000-6-300 Filter— I I 3" Press. Relief Valve 11 Discharge into Wet Well \\ 8" Collector \ Pump Controller r4' — 2 lamp Fluorescent Lights Main Step—Down Breaker Disconnect Transformer Panel DOOR t �ff Meter 16' Non—Slam Check Valve (Typ. Ea. Pump) a, i -Rod — Bend 90' Weld to Access Door 3'x 3' Wet Well Access Door Sleeve Weld to Deck Plate 72"0 Wet Well I Butterfly Valve I(Typ. Ea. Pump) PLAN VIEW J"= 1'— On f]__f 1_I_.L_L ELEVATION VIEW an = r— o. NOTES: 1. The skid for the new pumps shall have a frame constructed of 4' x 1 1" x .321 (7.25 lbs/ft) channel around the perimeter of the skid. Longitudinal members shall support the pump and pipe support members. A non—skid plate measuring 7'-6" feet x 13'-6" feet x J inch shall cover the frame. All metal surfaces shall be sand—blasted to bare 16 metal and then coated with Blue epoxy paint .05 inch thick. Mounting holes for the pump shall be drilled prior to painting. An access door in the non—skid plate shall be provided as per plan. 2. The Contractor shall provide two each short—coupled vertical turbine pumps as the main pumps capable of 250 gpm each at 185 feet of head at 75% efficiency at the pump station discharge. The developer shall provide electrical power at the pump site of 3 ph 460 volts. The horsepower of each pump motor is estimated at 25 hp. The secondary or pressure maintenance pump shall be capable of 30 gpm at 185 feet of head or equal. The performance of the pump station shall be measured at the pumping plant discharge and all friction losses shall be calculated and added to the discharge requirement. 3. The Pump Control Panel and PLC's shall be UL—listed as an integrally assembled unit. The pump shall be controlled with an ABB "Variable Frequency Drive" or equal that controls downstream pressure at varying flows without any cycling of the pump motor unless flow is stopped. The controls shall be installed as per manufacturer's specifications. The system shall be protected with a low—pressure switch. All controls shall be of industrial quality. The delivery pressure shall be set initially to operate at 70 psi. Final adjustments shall be coordinated for the project site. The pressure maintenance (PMP) shall be sized to operate in the parameters of the main pump. The submersible pump shall be shrouded to pump from the bottom of the motor of the pump. The pumping operation shall be protected with a low water shut—off device that senses the water level in the wet well. A harmonic filter per Idaho Power Company specifications shall be installed to prevent harmonic disturbance by the VFD. 4. An automatic stainless steel self cleaning filter with suction cleaning of the screen shall be installed. The filter shall have a flow of 500 gpm, 150 psi rated working pressure, minimum working pressure of 35 psi, 448 sq. in. 300 micron filter screen, inlet/outlet of 6 inches, a 2 inch flush valve and a hydraulic driven scanning device. The filtration screen shall be 300 micron. The filter shall be a model VAF-1000-6-300 filter made by Valve and Filter Corporation or equal. The filter shall be controlled by a differential pressure controller supplied by the filter manufacturer. The flush line shall discharge into the pond. The flush line shall be sloped to drain with approximately 1' of cover. The pipe shall, point down to discharge the water. The pipe shall be 2" PVC Cl 200 or equal. 5. All steel piping shall be schedule 80 rated at 155 psi with steel J" flanges. All fabricated piping shall be sand—blasted and coated with gray epoxy paint .05" thick. All steel underground shall be protected with a cold tar wrap or coating per manufacturer's recommendations unless the material is ductile iron. 6. The pump shall be enclosed with a framed wood building with a roof hatch for pump maintenance. The concrete slab shall be 6" thick on grade with #4 rebar at 2' O.C. each way. The building shall be fastened to the concrete with anchor bolts at 36 inch on center. The building shall meet all local building codes for the purpose it is to serve. Paint building as per Architectural specs. A 3'-0" x 6'-8" lockable metal door shall be installed on one side. A vent on each end of the building shall be installed. The vents shall be screened, louvered and have an area of 2.5 square feet. A temperature—controlled fan shall be installed at the upper level vent and capable of moving 1000 cfm. 7. The pump collector shall be equipped with a pressure relief valve capable of 800 gpm Bermad or equal. Discharge into wet well. 8. All check valves shall be spring—loaded "non—slam" type valves. 9. All butterfly valves shall be Grinnell or equal. 10. The flow meter shall be a SeaMetrics Magmeter or equal suitable for short flow stabilization sized for a 6" pipe with a totalizer. The reading shall be in gallons per minute with a direct readout integrated into the Pump Station Control Panel. 11. The intake water into the wet well shall be protected with a Clemons CW 1000 self—cleaning screen of 30 mesh. A remote control valve on the D.S. side of the discharge filter shall provide filtered water to the screen and operate whenever either or both of the main pumps are in operation. The valve and line to the screen shall be capable of 20 gpm and deliver a minimum of 40 psi. Piping to the screen shall be PE 3406 100 psi minimum with 12" cover outside of building. 12. The wet well shall be equipped with steps conforming to Idaho Standards for Public Works Construction. Locate steps below the access hatch door. NOTES: 1. Contractor to dewater around construction of the structure to ensure a sound product. 2. #4 rebar shall be placed at 2' O.C. both horizontally and vertically. Any connecting or overlapping splices shall overlap 1' and be tied at two places 6" apart. All vertical steel shall have a minimum 1' horizontal lap attached to the horizontal rebar. All bends shall have a maximum 1 radius. 3. Concrete shall have a 28—day compressive strength of 6000 psi (min.). 4. Pond aeration shall consist of two aerators. One shall be centered on the east half of the pond bottom and one centered on the west half of the pond bottom. Each shall be capable of 5 cubic feet per minute. The aerators shall be supplied with air from one or two compressors to meet the requirements. The aerators shall be placed on the pond bottom surface and supplied with weighted tubing to maintain submerged status. There shall be no electrical items under water and the compressors shall be suitable to be housed in the pump house with only the air lines leading to the diffusers at the pond bottom. Z O (-- V D f -- U) 01) Z '`— O o U C; O L— J W Z > 00 W 0 I— Lli 0o a" Q 0U_ Z 0 d ° BLOCK 3 d 2 3 4 I 5 as I 6 7 a I 6°PIR 6aPIR l 1Sti 2581 EP --= .. EP.. EP. J L e' 0,` o+ Q 15"GIR- FP FP 15°0 V RY ON S I -1 d INV OUT=2578.9 p 2580 Q G/ 041 o+ INV IN=2578.9 Q o � N0 2579 �`�0- W a d � Lj Q PUMP z STAT ON, a oI SEE SHE Y PMP._1 M d z 1 ` d as . ° ASPHALT ACCESS FOR PUMP STATION, SEE DETAIL, SHEET 1 a DT -1 d I d I I a a I a a TO LOT LINE, SEE PLAN 10' 9.3' (10:1 SLOPE) (3:1 SLOPE) TOP BANK LINED WITH COBBLE TO SHELF, =2580 SEE LANDSCAPE PLAN VARIES 2579 10:1 10:1 12"ANCHOR TRENCH ,,�\i��\,�\,.\ \� \\ \\�\;�\;1\71\\�w� SEE SHEET GIR-2, FOR STABLE SUB GRADE OVERFLOW LOCATION LINER PENETRATION BOOT - WET WELL INTAKE EL 2573 I I I I I I I I ILL 1 i I PUMP INTAKE INV=2573, SEE SHEET PMP -1 5' 1 1 11.8'± IELF) (2:1 SLOPE) OVERFLOW PIPE WITH TRASH RACK) INV. EL=2578.9 SHELF=2575.9 ROCK FREE LINER 1 BLOCK 3 AERATOR (PER DEVELOPER) cV 5' WIDE SHELF of _ PUMP INTAKE SCREEN CLEMON'S CW -1000 ONE WAY SAFETY VALVE (MIN. OF 1, AT BOTTOM) LINER PENETRATION BOOT POND BOTTOM EL=25701 40 MIL PVC WATER TIGHT POND LINER '''\�;�� 1�" .- - �� \i77777ice\i�\i�\ice\ice\i�� STABLE SUB GRADE - - 2576 SHELF=2575.9_ _ 5' WIDE SHELF ------------------------- 2575— ------------- \ N \ � W 2570 I ° I I I W I I AIR LINE PER DEVELOPER I I I O I a ONE WAY AERATOR (PER W SAFETY VALVE DEVELOPER) i 0- W I I I 2570 I 1 i i 2575 W--------------------------------------------------------------------SHELF=2575.9--- ------- 2576 -- --- -- 2578 2579 of 2 2580 o+ � 6P 2581 EP EP EP EP 43 EP EP EP EP EP POND PLAN VIEW 20 10 0 20 40 60 SCALE IN FEET VARIES (SEE PLAN MAX. WATER LEVEL=2578.9 40 MIL PVC WATER TIGHT POND LINER POND CROSS SECTION 11.8'1 f 5' (2:1 SLOPE) (SHEI 15" INLET PIPE 2578.9 RIP -RAP FROM INLET PAST�-----I� SHELF, SEE PLAN VIEW -F-1--- 9.3' owl., 10' (3:1 SLOPE) 1 (10:1 SLOPE) LINED WITH COBBLE TO SHELF, SEE LANDSCAPE PLAN 2579 N - SHELF=2575 9 LINER OVER �%�OCK FREE i�\�\77,77 9 0/1 /x1y// 40 MIL PVC WATER "V TIGHT POND LINER TO LOT LINE, SEE PLAN TOP BANK 10:1 / STABLE SUB GRADE LINER PENETRATION BOOT \--12"ANCHOR TRENCH SEE SHEET GIR-1, FOR POND DELIVERY LOCATION POND AERATOR NOTE: (1 (MIN.) AERATOR PER POND AND PER DEVELOPER) The pond aerator shall consist of a 115 Volt compressor with a minimum one-half horsepower motor with two each dual head air diffusers with check valves and diffuser base. Aerator shall be capable of 5.1 cubic feet per minute and furnished with two hundred feet of weighted minmum 3/8" tubing including fittings and clamps. Unit shall be a complete system with valved outlets and meet all codes. There shall not be any electrical items that must operate underwater and the base unit (compressor) shall be suitable to be housed in the pump house with only the air lines leading to the diffusers which may be placed underwater on the pond bottom. POND NOTES: SEE PLAN VIEW FOR INLET AND OUTLETS TO POND 1. SAFETY VALVE IS FOR THE RELEASE OF GROUND WATER PRESSURE. PROVIDE GRANULAR BASIN AROUND UNIT BENEATH LINER. 2. PENETRATIONS SHALL BE WATERTIGHT. DETAIL DOES NOT SHOW ALL PENETRATIONS. CONTRACTOR SHALL PROVIDE INLETS AND OUTLETS AS NEEDED BY SITE- 3. ITE3. INLET OF THE WATER TO POND IS ESTIMATED TO BE 15" PVC. 4. VERIFY POND LINER COVER SHALL HAVE PROTECTED EROSION RESISTANCE COBBLE STONE OR EQUAL 5. DUE TO SHAPE OF POND AREA THE CROSS SECTION DIMENSIONS MAY VARY. SEE SITE PLAN. 6. GRADE FROM TOP OF BANK TO PROPERTY UNE. ONE WAY SAFETY VALVE NOTE: SEE THIS SHEET ONE-WAY VALVE LOCATION AND SHEETS GIR-1 AND GIR-2 FOR INLET AND OUTLETS TO POND 1. SAFETY VALVE TO PROTECT POND LINER FROM GROUND WATER. EACH VALVE SHALL BE INSTALLED PERPENDICULAR TO LINER. ONE-WAY SAFETY VALVE AT BOTTOM OF POND SHALL BE INSTALLED AT POND BOTTOM ELEVATION 2570. z 0 E'— U c� z 0 L U 60 i LL. J W Z 00 W m Lli Q 0 U_ z 0 SEE SHEET S-4 ((. I SL= 32' 159' I I `� S1= 2574.2 4N6 I I f SSMH WC 13 00 N2 16 I I M1STA=11+12.21 ; E8 TB TB TB A8 FUTURE PHASE 4'rPIR � s V8 I43- I I I 14'WIDE GRAVEL ACCESS U_ 10 LF T26 C"��' I ROAD (FOR SANITARY \ TB TB I SEWER) 10' CRUSHED W8 N2 N3 TB H L I FUTURE PHASE ( ROAD BASE OVER COMPACTED SUBGRADE TB S1 F `9` E8 V6 B2 102° T7 N - I a I SC- 17 SL- 47'oo > �? TB W I SI= 2574.7 / 1�x _ � 6 lF W6 18 s. W VV W I I � f I M / /o SSMH WC 5 �Nc �ti I STA=18+35.89 .' _ . UP IVJ "PIR s '- N3 STA=10+00.00 a f xoo\ E 9 SSMH WC 3 - FUTURE oo / �,� \ W 5 STA=14+89.89 s .. _ _ 15+ao o FUTURE W. BLUF6 ooATHER DR. \,/ s �� X o M S2 WATER LIST OF MATERIALS �/' 1407 �i r'S� Ss i N c+, �- / `�' "' SSMH WC 6 ITEM DESCRIPTION Of - - - - - - -- 3 STA=11 +31.00 " -I I � / /o / / - ____ - M - W6 Water Main, 6 PVC, C-900 1 W8 Water Main, 8' PVC, C-900 SSMH WC 4 v F /\ , Valve, 6" Gate, Fig. x miSTA=16+77.89 co -C-4 -OD �MV UTUREPHASE + ` N n .n N Valve, 8" Gate, Fig. x MJ n N It II `\ 11 --------- - - Cn / / / . ° N �"_ N N O Tee, 8' x 8" x 6" MJ x MJ x Fig. Cn ~ ' I H I \ ' /G� ' URE PHASE T1 fi Tee, 8" x 8" x 6" All Ag. w = _ _ _ _ = _ _ _- g W� � STA N1 WC 34.81 SSM WC 2 /' SF`�P ��' / / 14'WIDE GRAVEL ACCESS ROAD FLIT 5 O ll STA=13+13.81 / ��, : / T26 Tee, 8' x 8" x 8" All Fig. SSMH G I I EXISTING W. SYDNEY ST. L - FUTURE W. _SYDNEY ST. 8 0.5 / / (FOR SANITARY SEWER) 10 4 1 ,� N2 FUTURE / ED' ROAD 0 8' FI STA=8f67.06 , , 0 10+00` �� *. E�11+o0 90' 12+0a ! 13+00 140° i. ' CRUSH AD BASE OVER Adaptor, g. x MJ 8 FVC 8 -- PVA 8 S EP COMPACTED SUBGRADE. I L--------------------- 180' - EG - - EG "-. - - G _ I " " " "' g• I ---. -:= _ 90°.. FLIT P C8 Cross, 8 x 8 x 8 x 8 All FI URE-._ `SEE AGE BED_.... T .. - ` - - bow, 8, 11 1 /4', MJ x Fig. --------- - E3 EI i EG E�------E�------E� -- SSMH G-C.O. 1 I -ti - � ' STA=10100.00 14'YVIDE GRAVEL ACCESS ROAD I -' - - - - - - - - �� - _ _ _ O Elbow, 8 , 11 1/4% MJ i (FOR SANITARY SEWER) 10' I 4"PIR CRUSHED E13 ROAD BASE OVER Elbow, 8", 22 1/7, MJ x Fig.I I D I COMPACTED SUBGRADE. Elbow, 8", 22 1/2', MJ - REMOVE &DISPOSE 4F I O Fire Hydrant Assembly _ - - - - - - - - - Complete per Std.s CLEAN-OUT II I FUTURE PHASE H f I I I W7 and W9 I I 62 Blow -off, 2" per Std.s Dwg. W13, Including 8" Valve I I Single Metered Service Connection, I-, with 3/4" I St Meter and 3/4" Meter Setters, per Std.s W1, W2 I I I and W5. Double Metered Service Connection, 1", with 3/4" 8+80 9+20 9+60 10--00 10--40 10':-80 11--20 11--60 121-00 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 s2 Meters and 3/4" Meter Setters, per Std.s W1, W3 258 CL: 2588 and W5. o W � a, o o P.C.C. Thrust Block per Water Note 1, (As required CD to Cq °O "' T , n o o + O even if not shown.). See Water Note 1 on Title N 0 M a. `�' - `� + o� + Sheet and ISPWC SD -403. 2584 -HU-J 00 "' 00 o a II 2584 o o �,� o N p; + et n �+ Q t = ,e w 11 n 11 � After Agency has closed Existing Valve 'A" and "B", � 0o s 11 + 0 APPRO . EX/ST. GROUN AT SEWER c� ° + z I ��„ 00 M ¢ the Contractor shall remove the existing Blow -off N o �- ar r� _ `11' + 1t 6 m `�' d- `�' t" "' `D N1 and Thrust Block to complete the interconnection as o APPROX. X/ST. �"'„ - M 3 a �, `'' 1I U, FUTURE FINISHED �` Q �? FINISHED shown. CS W o GROUND AT EWER t n ± _ w cn 00 1- �' 00 -'- V) GRADE AT 258 0 0 n +� 11 N d. GRADE AT ER N d' �'J SEWER 2580 See Water Note No. 2 and Sewer Note No. 2 on o "'- FUTURE FINISHED s w SL n Cn ix ' the Title Sheet. (Adjust Water Main as needed, to o z n GRADE AT EWER N g < `�' _ - _ - - - - - - p ). N N - - - - - - - - - - - - - - _ - - Maintain Minimum Separation). -- -- -"' - - - APPROX. G E N3 See Water Note No. 3 and Sewer Note No. 3 on 257 _ _ OF GRAVEL ROAD 2576 the Title Sheet. APPROX. GRADE �� Deflect Pipe Per Manufacturers Specifications and II OF GRAVEL ROAD QF�TG N4 Recommendations. Verification of the deflection APPROX. GRAC E O%�� angle by the contractor is required. IIFST OF GRAVEL RO [ 6p SRF N Retain and Protect Existing Water Valves etc. Raise 2572 F 2572 N5 Valve Boxes to new Finished Grade and Install Conc. ONTRACTOR S VERIFY Collars. R£ HORIZONTAL & RTICAL 8, U LOCATION OF DCIS NG SEWER j 154.0 LF Extend Water Service Pigtail a minimum of 5' past PRIOR TO CONS UCTION. II 184.0 LF 8" PVCa 0.50% N6 Pressure Irrigation Line. ONTRACTOR S NOTIFY 256 ENGINEER OF ANY VARIANCE 1721 LF 8" PVC ®0.5 - p OF EXISTING DATA. 175.0 LF 8" PVC 2568 N Nv 132.8 LF 8" PVC 0 0.5 f 8" PVC 0 o. o� --� W M NOTES Z vz ��rn 8 P!/C 0.2 w^ 3 06 00 00 1. THE LOCATIONS OF EXISTING UNDERGROUND 0 _ z z N n N n UTILITIES ARE SHOWN IN AN APPROXIMATE WAY F- 2564 - v 00 0 Z � 2564 ONLY. THE CONTRACTOR SHALL DETERMINE THE V v z v C., (d � _ "' N r!' z_ z EXACT LOCATION OF ALL EXISTING UTILITIES N j Y ,11 11 o - BEFORE COMMENCING WORK. THE CONTRACTOR z ,'n° N 1t N =o ? U) z ASSUMES ALL RESPONSIBILITY FOR ANY AND ALL ko N 1 zz m ?z _ Co DAMAGES CAUSED BY HIS FAILURE TO EXACTLY 256 ' C4 cv M FII 1t -' 00 LOCATE AND PRESERVE ANY AND ALL co e -i= 11 1r a 11 1 0 -- 2560 UNDERGROUND UTILITIES. DIG LINE TELEPHONE z NUMBER IS 1-800-342-1585. Vsl.FUTURE W. o _z _> _z a °°'c W. B _UE � � z � J = BLUE FATHER D R . 2. RETAIN AND PROTECT EXISTING FIRE HYDRANTS,/['�/ t _ _ _ FU URE - = 0 P E N AREA 00 FLIT RE W.SEWER AND WATER SERVICES AND MANHOLES. OS / VL / l . YDNEY ST. _EATHE DR. RESET MANHOLES AND/OR METERS TO NEW 0O FINISHED SIDEWALK OR NEW FINISHED STREET � O 255 2556 ELEVATIONS, EVEN IF NOT SHOWN. U_ 8+80 9+20 9+60 10+00 10+40 10+80 11+120 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 3. CONTRACTOR SHALL FIELD -VERIFY THAT ALL SERVICES ARE EXISTING AS SHOWN, PRIOR TO �„ Q PAVING OR CONCRETE CONSTRUCTION BEGINS. W CONTRACTOR SHALL INSTALL ANY MISSING z 40 20 0 40 80 120 SERVICES AS NEEDED. O 4. ALL SEWER SERVICES SHALL BE 4" UNLESS O OTHERWISE NOTED. SCALE IN FEET 5. ALL SEWER SERVICES SHALL HAVE A MINIMUM OF C) a. HORIZONTAL SCALE 2% GRADE TO PROPERTY UNE, IN ACCORDANCE 0 4 8 12 WITH THE CURRENT CITY OF MERIDIAN STANDARDS Q 4 2 FOR PUBLIC WORKS CONSTRUCTION. 6. ALL WATER MAINS SHALL HAVE 4 FEET OF Fi- SCALE IN FEET COVER. Q O Q LL Z o 0 R4�SG� M. S .0 C d IIII C y O o p rn LL, �mv�tn W Z Z Z Z Q N O 2 z d O } }I IA V� � •> � ] d QO y d 0- n Q 03 � v U vV o N z O z L d T d ++ M •V - W O' 7 0 _ V it -O C d } N¢ n Q� V cow. N � C r. �_ W p y U 0 z E 22 & Q N _p m Q' U 0- O.W m O ._ ca O O t H Y z O C r O;0 l i fn U oo s 3.0 . Ln 0 4l d o LL P �. U r Q 0 a c 5 v s$ o n v y `J O O O _O I Yip O�/ F- o- os .� V J W ig 'd G a O oo � O QU��a C U n y d •U y ?. o ami 3.•t"V •" 0 3� O N T N y V C z d a'' E6:a Q m n�i c._s v 3�O N 0 Od C C V m 3 _Z-5 O O d •C. d GOJ W p C� U L � U 6 ?o B 41 CL y 3w, N E N a�� 7 Z /L• w 0 R4�SG� M. S ca J I IN 00 00 N O � �x L _�� O ft F 00 o �•. v az00 W Z N C 04 0 O •� 4 LU w .�I r w �Y O 0- w ro Dm W Q�a Z M W M Ir W z I `` O t=- w004 F_ Qw H (°UJ Wm a M.y oz Q o W w �� H p4 U)°6 W M••� � Izz x � w>_ W �i U SCALE 1 "=40' 1 "=4' HORIZ VERT DWG.DATE 03/05/19 PROD. NO. 181101 rls SHEET 10 OF 23 S.1 /SHEETS/181101-SS.DWG W �mv�tn W Z Z Z Z Q N O 2 z d O } W O V 2 N O I- Z o N z O z W m W 3 N Z J m 0 ca J I IN 00 00 N O � �x L _�� O ft F 00 o �•. v az00 W Z N C 04 0 O •� 4 LU w .�I r w �Y O 0- w ro Dm W Q�a Z M W M Ir W z I `` O t=- w004 F_ Qw H (°UJ Wm a M.y oz Q o W w �� H p4 U)°6 W M••� � Izz x � w>_ W �i U SCALE 1 "=40' 1 "=4' HORIZ VERT DWG.DATE 03/05/19 PROD. NO. 181101 rls SHEET 10 OF 23 S.1 /SHEETS/181101-SS.DWG SEE SHEET S-4 SI= 2573.9 z Li b SC= 11+65 Q s SL= 46' 17 S2 z SI= 2574.0 ' N N3 P: E8 TB Fq m 0 I SC= 11+19 s z 1 S2 FA 7 SL= 32' 159' q PSR A eA SI= 2574.2 EP - N6 EP SSMH WC 13 �o N2 16 STA=11+12.21 E8 TB TB -�- .E 4 PIR M 1� TB AS px�1 BLOCK 3 E8 V8V8 G,,� �aye1 s 14'WIDE GRAVEL ACCESS 10 LF T26 `'',eTB 15 ROAD (FOR SANITARY WS TB SEWER) 10' CRUSHED J' N2 H ROAD BASE OVER S1 N3 COMPACTED SUBGRADE. TB F E8 V6 B2 '6 102° s°° T7 SC= 17+48 SL= 47 TB Sl= 2574.7 E18 / '�') �S Wg TB SSMH WC 5 k�c o ti s E8 STA=18+35.89 VJ 4 PIR [URE o LU FUTURE W. BLUE FEATHER DR. W 16+00 'T S 99° 12. FC�� W T SSMH WC 4 STA=16+77.89 oo �„ .4: Co M f 00 L j N �JN CN U N to N CESS ROAD FUTURE PHASE 'ER) 10" BASE OVER TE. STA=10+00.00 N3 00 STA=10+00.00 87 149° N3 / 12LE +UV 3' 259 258 258 258 257 257 256 256 256 1 M � S2 �s ss 1 N ,3r I ,1 N II `n "' SSMH WC 6 I STA=11 +31.00 1 5 I I 4"PIR 14 o � + � LO t JN I,I N N `` LL TB D E8 CV +Mn J N N y� 4 - -�- -°- 4"PIR '410 SEE SHEET S-3 SC= 12+32 11 SC= 12+27 1 SL= 43' SL= 37' 17 SI= 2577.0 N3 Sl= 2577.0 ,. � ! 113 LF "' BIRD WING DR. co _ 81N 0 119 LF N2 i EXIST/NG W. BIRD WING DR. w w W _ � - 122I -f N2 14+00 � `� a' 90° 25* N3 W. BIRD WING DR. PVC -8 P"C c f l13100 rn ... s. I+ 45 ------------- --------- �' C) s: h`° ----------------------- o SSMH WC 9 N2 aTEZ------ - - - --� -. e RETAIN AND PROTECT STA=14+60.31 SSMH WC 8 .� �- EXISTING SEWER C.O. STA=10+00.00 w RAISE C.O. TO NEW 1 STA=13+64.00 > UU 1 U --4U CD o a, ® 1 STA=12+64.00 J N 1,5--20 N I 00 14+40 ( I 15-4 Ti � > l L z I I I m z W Z J I I y .- z J�ZU� ¢ , V V SC= 11+59 SC= 11+54 U v ozmm� �25 SL= 43 18 12 SL= 37 oZa w C: C: SI= 2576.7 \ I 1 SI= 2576.7 U ♦A f' C c O .0 3 .Qy- co d 'v� _ in C t w O f C' m N3 OM4 O o l S2 z �f a€>N Q S2 I J0 I �2 mofeo:F�aw m O 1 "=40' 1 "=4' HORIZ VERT \ I C I 03/05/19 0i v 2 U > o SHEET 11 OF 23 y v m d E O /SHEETS/1 81101 -SS.DWG LO r 03Ma C + <? y0 N U - o •s •n ur fn 3 'O O m �C LL OU NC o>>o morn O� 8:1Tnrn 0 W D Oa Co 4) CN FINI HED GRADE r- ON 0+ oSC= �13 N ,I +± N d COQ „ ++"' 10+80 � 0 U?oo00q� C14 cD + SL= 37' 1 A N3Sl= v c I� + a d p SC= 10+7519 2576.4 N 3 C 0' CD ii' V C V 4Ln C V ami °'-•� 0000 °moi �a . a o ¢ BC: jl z,a o APPROX. E SL= 43AROUND r NOTE: USE FLOWABLE ALL _ N= ``' IIS �� =,a,L`.1„ IIS N �M<� Sl= 2576.4 PIPES/STORM DRAIN 3' 10.5 Q ¢ `�' STRUCTURES TO ACHIEVE I COMPACTION, AS NEEDED. AT ER Co a`: i �;, 12 LF T7 V6 TB TB N5 p �j (n Io. n C„ N y •i y N N .0 00 (n 00 to �t'0=ClJfnNV) W8 o g�oo'a Go J CID w6 _. ._- p 1. CS V8 V8 V8 A8 N4 W8 N1 a EXISTING ✓/ALVE it "� / 113 LF "' BIRD WING DR. co _ 81N 0 119 LF N2 i EXIST/NG W. BIRD WING DR. w w W _ � - 122I -f N2 14+00 � `� a' 90° 25* N3 W. BIRD WING DR. PVC -8 P"C c f l13100 rn ... s. I+ 45 ------------- --------- �' C) s: h`° ----------------------- o SSMH WC 9 N2 aTEZ------ - - - --� -. e RETAIN AND PROTECT STA=14+60.31 SSMH WC 8 .� �- EXISTING SEWER C.O. STA=10+00.00 w RAISE C.O. TO NEW 1 STA=13+64.00 > 3 BLOCK 5 FUTURE PHASE 2 M ¢ � o o FINISHED GRADE INSTALL 00 `i zo A. . W8 _+_ `� r- CONCRETE COLLAR. � N I z a I V) I I N II U 1 cn N 10.5 N I w • 1 �I I I m z l BLOCK 6 I I S1 CO � I I -- - 4PIR - - - _ ---------------� - - = 4"PIR N6 N2 - - B2 TB ( i I FUTURE PHASE I ---------------► I I � �-�--- 3 I I I I I V I I I I II I II I --------------- +6U 1 U UU 1 U --4U rD CD a, +• _ � SSMH WC 7 �2 N ' � STA=12+64.00 J N 1,5--20 C-> N N N 11 N 00 14+40 ( II +n N 15-4 Ti � 3 BLOCK 5 FUTURE PHASE 2 M ¢ � o o FINISHED GRADE INSTALL 00 `i zo A. . W8 _+_ `� r- CONCRETE COLLAR. � N I z a I V) I I N II U 1 cn N 10.5 N I w • 1 �I I I m z l BLOCK 6 I I S1 CO � I I -- - 4PIR - - - _ ---------------� - - = 4"PIR N6 N2 - - B2 TB ( i I FUTURE PHASE I ---------------► I I � �-�--- 3 I I I I I V I I I I II I II I --------------- +6U 1 U UU 1 U --4U 1 U dU 11 2U 11 __bU 1 UU 12--4U 12-11-60 1,5--20 1,5+60 14 00 14+40 14+80 15+20 15-4 Ti � 2 O L z 'E' v` W m 0 a g w W Z J Y� y .- z J�ZU� O , V V y zzwaw __ v ozmm� �25 oZa C: C: Q U)°' N..114O AC U ♦A f' C c O .0 3 .Qy- co d 'v� _ in C t w O Z C' N OM4 O o W �f a€>N Q eq �2 mofeo:F�aw m O 1 "=40' 1 "=4' HORIZ VERT DWG. DATE 03/05/19 0i v 2 U > o SHEET 11 OF 23 y v m d E O /SHEETS/1 81101 -SS.DWG LO r 03Ma C + <? y0 N U - o •s •n ur fn 3 'O O m �C LL OU NC o>>o morn O� 8:1Tnrn W D Oa Co 4) CN FINI HED GRADE r- ON 0+ °O N ,I +± N d COQ „ ++"' � 0 U?oo00q� C14 cD + ccs ,� + A SEWER v c I� + a d p � Oil N 3 C 0' CD ii' V C V 4Ln C V ami °'-•� 0000 °moi �a . a o ¢ BC: jl z,a o APPROX. E T. GROUND Mw�� g;��QC/? _ N= ``' IIS �� =,a,L`.1„ IIS N �M<� zo�. o y rs Q ¢ `�' „ � � � N AT ER Co a`: i �;, cn rr cn V„ (n Io. n C„ N y •i y N N .0 00 (n 00 to �t'0=ClJfnNV) � Qu o g�oo'a ---- _. ._- .,_.- ----"_. --- ---- --- - -- N •U\ C C N 2.0 y i o Z rL- En w SO �ti 92.3 LF 96.0 F 8- pVC ® 0.50% 129.0 LF 8" PVC @ 0.50% 8" PVC 0.50% 2 1 a" �C-IJ ® -71 IJ W n 00 COu 00 4M 04 C'j �p ^0Q N^ NNN v�Z W^ 0 � n LO N N N UJ N II 1- Z p V rn n U -)N I, II Z II �Z > Z 00 0.)N II � O Cn N N N O Z_Go 00°° M ?Z�' > -* 0 W. BIRD WING DRIVE a & 00 00 00 +60 10+00 10+40 10+80 11+20 11+60 12+00 12+40 12+80 13+20 13+60 14+00 14+40 14+80 15+20 15+E ;0 ?592 on r =10 ?576 572 no ?564 ?560 >0 WATER LIST OF MATERIALS ITEM DESCRIPTION W6 Water Main, 6" PVC, C-900 W8 Water Main, 8" PVC, C-900 V6 Valve, 6" Gate, Fig. x MJ OValve, 8" Gate, Fig. x MJ O Tee, 8" x 8' x 6" MJ x MJ x Fig. T16 Tee, 8" x 8" x 6" All Fig. T26 Tee, 8" x 8' x 8" All Fig. Adaptor, 8", Fig. x MJ OCross, 8" x 8" x 8" x 8", All Fig. E3 Elbow, 8", 11 1/4% MJ x Fig. E8 Elbow, 8", 11 1/4% MJ E13 Elbow, 8", 22 1/2% MJ x Fig. E18 Elbow, 8', 22 1/2', MJ O Fire Hydrant Assembly Complete per Std.s W7 and W9 B2 Blow -off, 2" per Std.s Dwg. W13, Including 8" Valve S1 Single Metered Service Connection, 1", with 3/4" Meter and 3/4" Meter Setters, per Std.s W1, W2 and W5. S2 Double Metered Service Connection, 1", with 3/4" Meters and 3/4" Meter Setters, per Std.s W1, W3 and W5. P.C.C. Thrust Block per Water Note 1, (As required even if Onot shown.). See Water Note 1 on Title Sheet and ISPWC SD -403. After Agency has closed Existing Valve "A' and "B", the N1 Contractor shall remove the existing Blow -off and Thrust Block to complete the interconnection as shown. See Water Note No. 2 and Sewer Note No. 2 on the Title N2 Sheet. (Adjust Water Main as needed, to Maintain Minimum Separation). N3 See Water Note No. 3 and Sewer Note No. 3 on the Title Sheet. Deflect Pipe Per Manufacturers Specifications and 8Recommendations. Verification of the deflection angle by the contractor is required. N5 Retain and Protect Existing Water Valves etc. Raise Valve Boxes to new Finished Grade and Install Conc. Collars. N6 Extend Water Service Pigtail a minimum of 5' past Pressure Irrigation Line. NOTES 1, THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR ASSUMES ALL RESPONSIBILITY FOR ANY AND ALL DAMAGES CAUSED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. DIG UNE 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. 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. 6. ALL WATER MAINS SHALL HAVE 4 FEET OF COVER. 40 20 0 40 80 120 SCALE IN FEET HORIZONTAL SCALE 4 2 0 4 8 12 SCALE IN FEET z 0 F_ U F_ W 0) z 1 0 o U 1 00 1 L _.1 W Z > 00 LL' C) �- m °- Q CL' F- OO LL z o ��a3�II1��sv M. ST Cd C D E N O y > Q) > C-4 � C' a O O LL V a n v Ti � � � C t � T• N O L z 'E' v` W m 0 a g w W Z J Y� y .- z J�ZU� O z� V V y zzwaw __ v ozmm� �25 oZa C: C: Q U)°' N..114O AC U ♦A f' C c O .0 3 .Qy- co d 'v� _ in C t w O .-. Z C' - OM4 a oma` a o W a€>N Q �2 mofeo:F�aw m SCALE 1 "=40' 1 "=4' HORIZ VERT DWG. DATE 03/05/19 PROD. v 2 U > o SHEET 11 OF 23 y v m d E /SHEETS/1 81101 -SS.DWG 03Ma C + <? y0 N U - o •s •n ur fn 3 'O LL OU NC o>>o W D C' I�zCL d p 0 N V C V C V ami °'-•� °moi �a . a o ¢ .� zo�. o = A 0 y fl.C. b U N N •3 •yOj `'n'f °V„ 3 �O � p y N y •i y N N .0 00 w o g�oo'a N a `O vi . N •U\ C C N 2.0 y i o Z rL- En w ��a3�II1��sv M. ST '--ACz' o LLJ .0 F_ N ED �\D 14- ©NCO � D H' O W F.. V) oa 0_a Qz('0' © 0 a�C' w z�C' c O CL Z oa�o C-4 � O O .� m j � w vi w Z O z 'E' v` z z z m 0 a g w W Z J O .- z J�ZU� z� O CD zzwaw � ozmm� oZa '--ACz' o LLJ .0 F_ N ED �\D 14- ©NCO � D H' O W F.. V) oa 0_a Qz('0' © 0 a�C' w z�C' c O CL J C-4 � LL 0 .� . Iz O 'E' v` m W z w Q > z� O W N..114O AC U Q� W w pzs OM4 W LLJ U) SCALE 1 "=40' 1 "=4' HORIZ VERT DWG. DATE 03/05/19 PROD. NO. 181101 ris SHEET 11 OF 23 S-2 /SHEETS/1 81101 -SS.DWG LO U) W8 d. .. W LU ,2+C W CW _ / 2580 2579 2576 2575 -------------------- 2570 I I I I I I I I I 2570 ---- 2575------------------------� --- 2576 - SHELF=2575.9 i _2578— 2579 2580 2581 _moi `" EP EP EP EP �e SEE SHEET S-5 SEE SHEET S-2 _�i —— 4"PIR— L ------- VIEAVISTING' /V& V14LYL A ; _____ w W BIRD W/NG DR. -B PVC---------- I e RETAIN AND PROTECT — ExISTING SEWER C.O. 4 RAISE C.O. TO NEW FINISHED GRADE INSTALL CONCRETE COLLAR. �I t 259 258 258 258 257 WIN 256 256 t J � M R� N N A, � ,r I 2U 11 bU 12 UU 12 W dU 1,5+2U Wc>~ ESU 14 UU 14+41J N3 bU 15 �,.,� W m W -- U) • SEE SHEET S-5 SEE SHEET S-2 _�i —— 4"PIR— L ------- VIEAVISTING' /V& V14LYL A ; _____ w W BIRD W/NG DR. -B PVC---------- I e RETAIN AND PROTECT — ExISTING SEWER C.O. 4 RAISE C.O. TO NEW FINISHED GRADE INSTALL CONCRETE COLLAR. �I t 259 258 258 258 257 WIN 256 256 t J bU 1 U UU 1 U 4U 1 U bU 1 1 2U 11 bU 12 UU 12 4U 11 dU 1,5+2U 1.5 ESU 14 UU 14+41J 14 bU 15 �,.,� 2 m a a w J V1 W z • U CaC N O L Zo�mw C)m 42 a�oz Zdo,w /�� O O N N C N O W z< E _ O -.Z.+ z ao `60 o .� o ?568LL�z p c V z W O E a Z-5 N �z Z Z Z d W v O p O. CtJ CD q V CD q O N w � Tam_ O z � �zSAW r- U V N 'co: W pq U) 06 U) U r ro 9W cn O q _ 0 0 � M W N NC.) CO CVo0 v rn= N . (7) C6 N 00 rn • C J �WoE 0) cfl•- (� SCALE 1 "=40' 1 "=4' N > U HORIZ VERT ONS Lo f 0 bo � O04 + ^ PROD. NO. 181101 rls p d rn OUO F! ISHED GRADE T SEWER 12 M U: -.L.+ 0- W O7 0 LO S-3 a LL N o o "' v'N U O0 . z o /SHEETS/1 81101 -SS.DWG Z N O C'C U v' mJ''r' II ++`y o �,. N �� N U APPR X. EXIST. GROU D AT SEWER =�W r ��(~!?Cf'Cf) Il�j _M ¢ L =ISL II j ((2� r � ¢ , N d0O'�NV) W p o v N N N N Oa O N v '^ �/J Ln 00 ZO- 11 O y L 0 a.0 ON-�� U C •- N N Cn � IY Cn Cn —-------- - -.-.._ --- --^--- -..._.... — — — — _.._--- ---- -- --- — — N2 O ; N p U lig •� O ` zO QY d U C o •� a of o+;o ?588 <Ca of 9640 LF ^ U a O N " PVC 0 0.70% d N'd N ¢ci,v v aNi �.2 3 .o �o ?5840 2 N C N O O •� O 8" PVC ® 0.50% O. U V O" y N N aNi ami v a,o a—Ni p cn o .�2 Z S101NAL �h M ��5 ��isTE��j� 1M 2 N Z LCA ui ' v N �� F cr II CV U a0 a 00 C7 .- 04 M N N H w C14 r� N r� M N� II II — Z O N O zw U z� r co c N N. BRYCE CANYONAVENUE °° r Co r +60 10+00 10+40 10+80 11+20 11+60 12+00 12+40 12+80 13+20 13+60 14+00 14+40 14+80 15+� 40 20 0 40 80 120 SCALE IN FEET HORIZONTAL SCALE 4 2 0 4 8 12 SCALE IN FEET 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 RESPONSIBIUTY 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. 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. 6. ALL WATER MAINS SHALL HAVE 4 FEET OF COVER. WATER LIST OF MATERIALS ITEM DESCRIPTION W6 Water Main, 6" PVC, C-900 W8 Water Main, 8" PVC, C-900 V6 Valve, 6" Gate, Fig. x MJ OValve, 8" Gate, Fig. x MJ OTee, 8" x 8" x 6" MJ x MJ x Fig. T16 Tee, 8" x 8" x 6" All Fig. T26 Tee, 8" x 8" x 8" All Fig. O Adaptor, 8", Fig. x MJ G8 Cross, 8" x 8" x 8" x 8", Ali Fig. E3 Elbow, 8", 11 1 /4 , MJ x Fig. E8 Elbow, 8", 11 1/4% MJ E13 Elbow, 8", 22 11T, MJ x Fig. E18 Elbow, 8", 22 1/27, MJ Fire Hydrant Assembly Complete per Std.s W7 and W9 62 Blow—off, 2" per Std.s Dwg. W13, Including 8" Valve S1 Single Metered Service Connection, 1", with 3/4" Meter and 3/4" Meter Setters, per Std.s W1, W2 and W5. ODouble Metered Service Connection, 1 ", with 3/4" Meters and 3/4" Meter S2 Setters, per Std.s W1, W3 and W5. O P.C.C. Thrust Block per Water Note 1, (As required even if not shown.). See Water Note 1 on Title Sheet and ISPWC SD -403. After Agency has closed Existing Valve "A" and "B", the Contractor shall N1 remove the existing Blow—off and Thrust Block to complete the interconnection as shown. N2 See Water Note No. 2 and Sewer Note No. 2 on the Title Sheet. (Adjust Water Main as needed, to Maintain Minimum Separation). N3 See Water Note No. 3 and Sewer Note No. 3 on the Title Sheet. N4 Deflect Pipe Per Manufacturers Specifications and Recommendations. Verification of the deflection angle by the contractor is required. N5 Retain and Protect Existing Water Valves etc. Raise Valve Boxes to new Finished Grade and Install Conc. Collars. N6 Extend Water Service Pigtail a minimum of 5' past Pressure Irrigation Line. 576 N sM. TR��G m0 O J LC Q c a a� 00 ?572 m >>�, c m `o 0 o Q, p N 0 �,.,� LL m a a w J V1 W z • U CaC N O L Zo�mw C)m 42 a�oz Zdo,w /�� O O N N C N O W z< E _ O -.Z.+ z ao `60 o .� o ?568LL�z p c V z W O E a Z-5 N �z Z Z Z d W v O p O. CtJ pzmm3 V O N w � Tam_ O z � �zSAW r- U V N 'co: W pq U) 06 U) U Iz W 9W cn C_ _ 0 0 � M W N NC.) U_ v rn= N . C J �WoE D (� SCALE 1 "=40' 1 "=4' N > U HORIZ VERT o E m� a� 0 DWG.DATE ^ PROD. NO. 181101 rls p d rn OUO Q a- Q SHEET 12 M U: -.L.+ 0- W O7 0 S-3 a LL v'N U O0 . z o /SHEETS/1 81101 -SS.DWG Z N O O O N U , c O o V a N W p o v N N N N Oa O N v '^ �/J ZO- 11 O y L 0 a.0 ON-�� U C •- N N ?592 �- C U N O ; N p U lig •� O ` zO QY d U C o •� a of o+;o ?588 <Ca of o0 ^ U a O N d N'd N ¢ci,v v aNi �.2 �s �o ?5840 2 N C N O O •� O O C .OG O. U V O" y N N aNi ami v a,o a—Ni p cn o .�2 Z S101NAL �h ?580 ��5 ��isTE��j� 1M 576 N sM. TR��G ?564 0 ca 00 rn CO2 W 00 losePO 1 F-Nrn �00 OON �i � X W � �O� X206 o 0 �. V Q� O000) w ft co z � N C14 0 LQ 0 n m0 O J W ?572 p N 0 �,.,� m w J V1 W z • LY Zo�mw C)m a�oz Zdo,w O z< U Z N O ti z LLIQ —� ?568LL�z z z z o� Q �z Z Z Z d W F�■�1 ty CtJ pzmm3 1 O z � ?564 0 ca 00 rn CO2 W 00 losePO 1 F-Nrn �00 OON �i � X W � �O� X206 o 0 �. V Q� O000) w ft co z � N C14 0 LQ 0 n J W E -0O �,.,� LL • LY C)m ow Z z< z LLIQ —� 00 z z z F�■�1 ty ° W L 1 >-- �z �zSAW r- 0 W pq U) 06 U) U Iz W 9W 0 0 W U_ Cn J � SCALE 1 "=40' 1 "=4' HORIZ VERT 0 0 DWG.DATE 03/05/19 PROD. NO. 181101 rls C m a- Q SHEET 12 OF 23 0 S-3 LL z o /SHEETS/1 81101 -SS.DWG FUTURE PH9E FUTURE PHASE SII BLOCK 1 3 3, o n n N U �J Cn (n �D6 SSMH WC 19 :�( STA=10+50.00 SEE SHEET S-5 Li 2 w 2 rB I 0 TB 48 U M TB 18 I z I ( H /8 W6 V6 �8 12 LF T7 ;8 a 5I LF TB E18 ,\a, •.1 8"W- 168 LF '0 61 W W. TIDA ST. N3 0 10+50 8 S - - - - - - - - -- SSMH WC 15 STA_1=5+82.74 STA=10+00.00 STA=10+00.00 00 2 SC= 15+11 8'10.5 el - 32' 74.9T O O L�I I� lJ� +31 SL= 32' SI= 2574.6 N. 259 S2 LO 258 low 8'V► N3 400 LF W 1 N3 - - it +00 12+00 1 W T 258 S2 W � 90 14 o 0, _ N fJ 258 OD M^ ♦ M^ C4 MCO NN �- NN �N u n 11 1 N N N N N N 2 3 4 257 1 257 2581 _2580- _2579- 580-2579- 256 2576- - --------------------- -9--- 111C) N �� 2575 o v i 00 2570 M EP 0 4 SC= 13+53 °1 �" i 2570 M SL= 32' S1= 2574.2--------------------------- 2575 ----- SSMH WG 14 002576 ----- . I 2578 = 257 STA=13+45.74 - E8 TB 258( S2 N3 1 O o M T7 V6 0TBO 1 12 LF BLOCK 3 EP f 5 SC= 12+72 W6 rr SL= 34' SI= 2573.9 6' 10.5 EP EP I EP f� EP ` 10 N2 _ J L �, _ -- i �e CD 6 SC= 11+93 N I W8 SL= 34' SI= 2573.9 9 Iw a SC= 11+65 E .. s. SL= 46' 17 S2 LuSI= 2574.0 o s. N3 .i E8 TB Fq S �+ O 7 SC= 11+19 s, , S2 FA o SL= 32' 159° p\R A F\ SI= 2574.2 N6 SSMH WC 13 ° o N2 16 STA=11+12.21 ES TB TB =7p IR s TB A8 px�1 BLOCK 3 E8 VSV8 4,'� 1 d' 9 14'WIDE GRAVEL ACCESS s 10 LF T26 `'c;' TB 15 ROAD (FOR SANITARY WS TB SEWER) 10" CRUSHED" ROAD BASE OVER S1 N2 N3 TB H COMPACTED SUBGRADE. TB F '��' ES V6 B26� 1 \2° °' T7 . SC= 17+48 �"� °s -x7° \ �- N SL= 47 > ``% TO t; u n SI= 2574.7 yy6E18 N W8 TB 1 SSMH WC 5 otic �, 1 E8 U) STA_ 18+35.89 ',,xD \ �_ �n I STA_10+00.00 N3 0 67 �. -- - - - 4 PIR i ,;, STA - 10+00.00 s tr N3 _ W 149° W FUTURE 15+00 C> FUTURE W. BLUF FEATHER DR. �1 ' / s �.�� __- 16+00 I N S2 N 15� ,x OI 12 0 J W SSMH WC 6 W L31 STA=11,+31.00 �JA SEE SHEET S-1 256 256 I 3 4 4U 1 U O r- + Q ESU 11 C3 118 -CD n •-- ,n N dU 1,571-2U N 14 UU 14'7-4U U �I cj 11 II 2U 15 TB cn cn lJ� +31 SL= 32' SI= 2574.6 N. 259 S2 LO 258 low 8'V► N3 400 LF W 1 N3 - - it +00 12+00 1 W T 258 S2 W � 90 14 o 0, _ N fJ 258 OD M^ ♦ M^ C4 MCO NN �- NN �N u n 11 1 N N N N N N 2 3 4 257 1 257 2581 _2580- _2579- 580-2579- 256 2576- - --------------------- -9--- 111C) N �� 2575 o v i 00 2570 M EP 0 4 SC= 13+53 °1 �" i 2570 M SL= 32' S1= 2574.2--------------------------- 2575 ----- SSMH WG 14 002576 ----- . I 2578 = 257 STA=13+45.74 - E8 TB 258( S2 N3 1 O o M T7 V6 0TBO 1 12 LF BLOCK 3 EP f 5 SC= 12+72 W6 rr SL= 34' SI= 2573.9 6' 10.5 EP EP I EP f� EP ` 10 N2 _ J L �, _ -- i �e CD 6 SC= 11+93 N I W8 SL= 34' SI= 2573.9 9 Iw a SC= 11+65 E .. s. SL= 46' 17 S2 LuSI= 2574.0 o s. N3 .i E8 TB Fq S �+ O 7 SC= 11+19 s, , S2 FA o SL= 32' 159° p\R A F\ SI= 2574.2 N6 SSMH WC 13 ° o N2 16 STA=11+12.21 ES TB TB =7p IR s TB A8 px�1 BLOCK 3 E8 VSV8 4,'� 1 d' 9 14'WIDE GRAVEL ACCESS s 10 LF T26 `'c;' TB 15 ROAD (FOR SANITARY WS TB SEWER) 10" CRUSHED" ROAD BASE OVER S1 N2 N3 TB H COMPACTED SUBGRADE. TB F '��' ES V6 B26� 1 \2° °' T7 . SC= 17+48 �"� °s -x7° \ �- N SL= 47 > ``% TO t; u n SI= 2574.7 yy6E18 N W8 TB 1 SSMH WC 5 otic �, 1 E8 U) STA_ 18+35.89 ',,xD \ �_ �n I STA_10+00.00 N3 0 67 �. -- - - - 4 PIR i ,;, STA - 10+00.00 s tr N3 _ W 149° W FUTURE 15+00 C> FUTURE W. BLUF FEATHER DR. �1 ' / s �.�� __- 16+00 I N S2 N 15� ,x OI 12 0 J W SSMH WC 6 W L31 STA=11,+31.00 �JA SEE SHEET S-1 256 256 I bU 1 U UU 1 U 4U 1 U dU 11 2U 1 1 ESU 11 UU 12--4U 1 Z dU 1,571-2U I J --6U 14 UU 14'7-4U 14 bU 15 2U 15 6U 16 UU 16--z 4 o CL am Z w Z Z z w 0 z L'- w OZ w r U w - ca 0111111101 pe) LLJ U) a USO z F-- m Q z Z W 0 pq U U Co O 0 U 00 oo W W O 0 00 cO C> C> ivo cn 0 r- Oq "=40' "=4' moo CN O Lri O 1 1 ,J Z to L 3 v O O M ao 0 0 0♦o n HOW VERT s U o n± '- t� u O FINISH D GRADE AT EWER Ln O N UiC-)c n+ W II ♦♦♦ J "' C> r N C) ff r SHEET 13 OF 23 J •- •- V oS-4 g •- C3 O v M �� vLU fl LL Z o w /SHEETS/181101-SS.DWG ff� 00 - F-- F-- F- t/) Co Fa- APPROX. EXIST GROUND T SEWER = s II x •� N 00 vg¢¢¢N Z„ Y cn 00+- N � CX N V) V) W M N N (/) Uj N .0- to Uj t- in -*WV) � - -- .- - - - - - -. -. - - ..- - - - -_ - - - - - - - -.- - 233.0 LF 8" PVC 0 0.50% 108.2 LF 8" pVC 0 050% 8" PVC a 0.50% -11-11-% vv3 vvC14 C14 O 7 r tp CO N N N �1 w � , ; Z "� O O N N C-4 C14 II tl tl Z O -Z 06 Cq� 00 CO �co�? LO N O Z 'r LOO N LOO N N N x � x x 00 II I- =0 tl II Z Z � Z 0 x 00 °° 'Clo N. BUCKSTONE AVENL E �o x00 00 +60 10+00 10+40 10+80 11+20 11+60 12+00 12+40 12+80 13+20 13+60 14+00 14+40 14+80 15+20 15+60 16+00 16+z 40 20 0 40 80 120 SCALE IN FEET HORIZONTAL SCALE 4 2 0 4 8 12 SCALE IN FEET WATER LIST OF MATERIALS ITEM DESCRIPTION W6 Water Main, 6" PVC, C-900 W8 Water Main, 8" PVC, C-900 V6 Valve, 6" Gate, Flg. x MJ Valve, 8" Gate, Flg. x MJ Tee, 8"x8" x 6" MJ x MJ x Flg. T16 Tee, 8" x 8" x 6" All Flg. T26 Tee, 8" x 8" x 8" All Flg. O Adaptor, 8", Flg. x MJ OCross, 8" x 8" x 8" x 8", All Flg. E3 Elbow, 8% 11 1/4% MJ x Fig. E8 Elbow, 8% 11 1/4% MJ E13 Elbow, 8% 22 1/2', MJ x Flg. E18 Elbow, 8", 22 1/7, MJ O Fire Hydrant Assembly Complete per Std.s W7 and W9 62 Blow -off, 2" per Std.s Dwg. W13, Including 8" Valve S1 Single Metered Service Connection, 1* with 3/4" Meter and 3/4" Meter Setters, per Std.s W1, W2 and W5. S2 Double Metered Service Connection, 1", with 3/4" Meters and 3/4" Meter Setters, per Std.s W1, W3 and W5. P.C.C. Thrust Block per Water Note 1, (As required even if Onot shown.). See Water Note 1 on Title Sheet and ISPWC SD -403. After Agency has closed Existing Valve "A" and "B", the N1 Contractor shall remove the existing Blow -off and Thrust Block to complete the interconnection as shown. See Water Note No. 2 and Sewer Note No. 2 on the Title N2 Sheet. (Adjust Water Main as needed, to Maintain Minimum Separation). N3 See Water Note No. 3 and Sewer Note No. 3 on the Title Sheet. Deflect Pipe Per Manufacturers Specifications and N4 Recommendations. Verification of the deflection angle by the contractor is required. N5 Retain and Protect Existing Water Valves etc. Raise Valve Boxes to new Finished Grade and Install Conc. Collars. N6 Extend Water Service Pigtail a minimum of 5' past Pressure Irrigation Line. NOTES 1. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR ASSUMES ALL RESPONSIBILITY FOR ANY AND ALL DAMAGES CAUSED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. DIG UNE 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. 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. 6. ALL WATER MAINS SHALL HAVE 4 FEET OF COVER. N N N T'• � 0.G a E N OO O d C:0 0 LL 4 V �' a a� .0 v a d« Z5 -0 o» W E > C �O-.> > Q O a o v n a� � r_ c a v vi U U-` vvcc Of U V v N vv c_ N OV W E �.� ¢ c. 3 .0 cco�3a'N Z ?592 �,W = ' ,U o Z CU C O � is w `U B _ate• t2 b -O O 3 c 'a, Q N O m U O .�+ �_ W m o. ?588 Nb2NdE W 00 LL LI N O C N` O V � W5N ?584 >oaoo Xr^ V C `n N O O 0-0 a�w C 5 T d � _v N ?580 V N y Z-!. c c c �� c m.o wU m � � v c z; o E O`OCN�;O .0 QN O ;1a O?576 r O N ..sem N N y N N 'O O � ?572 co '5 n� v �Cn o .' i Z 5S10NAL ��'C ?568 1STfy�, 1 9�a63 0 ?564 l��NMSz4°sG 3 > Z ~ o ?560 =N J N W C7 =0 z o��rw Z p J W Q V> ZO Z z a o r z z W 0 O 2 N O H _ O Z n :z O N ? O O o zzzaW cn 3wW�� z mall w 3 Of NwZo Q O Cz O o W on (nt00 © �� 2 �O` H2O 00o az00 C O O p 4M xx� w Z N O OO a UJ W�..,� E-4 LL 0 4 o CL am Z w Z Z z w 0 z L'- w OZ w r U w - n Z F- 0111111101 pe) LLJ U) a USO z F-- m Q z Z W 0 pq U U Co U) 0 U �D W W O 0 U_ cn 0 "=40' "=4' LJJ> SCALE 1 1 ,J Z HOW VERT O O DWG.DATE 03/05/19 PROJ. NO. 181101 ris W IM CL a SHEET 13 OF 23 0 oS-4 O LL Z o /SHEETS/181101-SS.DWG e 6"PIR 6°PIR -_= -__- -_ N2 6"PIR 6"PIR co BLOCK 1 w BLOCK 2 I FUTURE PHA E I 3 2 w -``1 4 2 3 4 5 64. 7 8 9 4. TEI Y I ( TB 3' A8 m TB o r- ^ M r II 11 I I V$ + o 4- cc to MO U N �-C:,j � Is rn +N fto � N .U -)C4 sr%% .`dr. 'CV8 11 f1N ' N^1 oo coSSMH WC 19 V6 11 II11 I 11 11 11 -L, .pNirN6 STA=10+50.00 V8 LO NNT7 p S2 Co 5 LF E1$ 11 II Il 11 II II S2 TB TB C_> v (n Zn N in - - - _W8 _ TB E18 � _ W8 S2 S2 W8 5 s - !. __ _ _ E18 E18 MIN. 10 LF 8"W S. zi 8 W W6 lg COMMON DRIVE 168 LF 81N �, g'yy 8MW °8.W `CF . -il N2 - W8 o N3 400 LF W. TIDA ST. "' 11 FUTURE „ fL*S N2 - c - N3 - - _ N3 N3 _ o N3 47 LF N3 6 MIN.- N3 8 S W. TIDA ST. N3 12+00 M 180° 13+00 +00 -441' 10+50 9p' 90° b " 8 S S �8 E3 E13 TB d . S .S CDSC= 15+24 1 10 SI= 2577.5 12 I SSMH WC 15 S2 SSMH WC 17 �', 5 STA=15+82.74 cn E8 TB STA=10+00.00 °o W8 o ^ v b v> o N SSMH WC 16 _ 14- _ ^STA=14+78.00 STA=10+00.00 o 110 p N .+ Lo LO '� ; N M STA=12+38.00 N M ^ c+o ,� + „o N3 S2 LO N - C4 � C4 to C4 � J C4 CC14 51 • 8$10.5 it It I�r Ir n II n n u `n II 2 SC= 15+11 Cn N N N N N to SL= 32 I SI= 2574.9 o U-) 2 3 SSMH WC 18-1. N3 I 1 4 5 6 7 STA=15+44.00Q I SC= 15+44 S2CD I • °O I 10.5 SL= 52' BLOCK 3 1 o I S1= 2577.8 13 6 PIR ;\s z I N3 I I t. U W8 N6 I w I FUTURE PHASE 3 I N2 6"PIR s m -- 6"PIR _ _ FU 2581 �- ... .:...:-..:.:_ --- - SC= 14+3t o'`�0 1 15"GIR°E 6 PIR SL= 32' U; �Sci� 2580 Z N2 ICDI SI= 2574.6 w 2579 SSMH WC 12 ... z ---_ SHELF=2575.9___ 2576 STA -14+54.00 N3 --------------- - SC= 14+54 a �� 2575--------------------�� Y I a w SC= 14+47 1' SL= 43' 14 j I 2570 `" 8 _ 92° SI= 2577.9 M SL= 37 I I i i SI- 2577.9 N S2 ° .N s.. S2 0 4 SC= 13+53 `1 i 2570 + a 12 LF m SL= 32' W8 ; w W s, o W6 1 V8 A8 6 H TB SI= 2574.2 - � �---------------------------- 2575 ------------------------ I cv ILI_SSMH WC 14 - 2576 SHELF= 2575.9 I N3 _ OTA -11 e� �� I I _ _ -2578- 2579 S(= t i+77 SC- 13+82 15 SEE SHEET S-4 SEE SHEET S-3 258 258 258 257 257 256 256 1 ESU 1 1 2U 1 U 8U 1 U 4U 1 U UU y+% 12+40 12+80 13+20 13+60 00 Cd I EP EP EP EP EP EP EP ?588 EP EP EP EP ASSUMES ALL RESPONSIBILITY FOR ANY AND ALL DAMAGES M CAUSED BY HIS FAILURE TO EXACTLY LOCATE AND CL I- - - - - - - - - - EP-__,,, PRESERVE ANY AND ALL UNDERGROUND UTILITIES. DIG Q� W. McMILLAN RD. zw 2 U tt 2w 2w�EP_W. V EP EP EP EP EP EP EP EP EP EP //EP EP 3 FINISHED STREET ELEVATIONS, EVEN IF NOT SHOWN. _ GRADE AT M � � 6- a o _MCM/LLAN RD. � SEWER ��i' EP EP EP EP EP EP EP ALL SEWER SERVICES SHALL BE 4" UNLESS OTHERWISE I V) �FX(nN NOTED. 5. ALL SEWER SERVICES SHALL HAVE A MINIMUM OF 2% _ _ -_+ - - .�: �.`. EP -TEP EP EP EP EP EP EP EP EP EP EP---- EP EP EP EP EP EP EP EP EP- 7UND AT SEWER ?_576 -_-•--_� �-.....�� 73 .`_. Q d N _ ... ~ S-5 t...... 46.0 LF :..t ..: -� 4�Yr � � tL �'.:.::::::..�".:`� �±+�ic`�..a. O `iL•. � �q. �.. _ -�-- �.. •� ' -TOg Cd ® 0.70% �. �.� w+r..'•+`�v.r:.a. L� � ++�Y ra.a. a�S•� �:i+'.__.i:•c:°¢.'.'.i: +::ii�i��i �:T'� .I'li'ac.'.... 2 �"i.'t' TOB T TOB TOB TOB TOB TOB TOB T0B �bB -' 'TOg Mpg-_ -Tpg -- -10B- OF-0 3 -yo 0 0 �Lo LEMP CANAL to i o ' , _ ' L, �O U cv LEMP CANAL c.) c II + - (L Zn LEMP CANAL ~v� to E o 0 o d V C y N TnE o�a� N ni tt O - r U •- W N 0 OHP OHP OHP0 HP N N r- 0 C5 CS + 0000± TOB TOB t!? TOB TOB TOB T� TOB TOB TOB TOB TOB TOB ST. 2V1 o o z z 0 HP W N too OHP OHP OHP - n OHP y o ooLO II �.z . .. a. L s u, _ APPROX. E E EWER N ehD:N OHP OHP OHP OHP OHP -- - - - - - 1+60 11+20 . a 10+40 10+00 9+6 N'd�Ncn 000";<Do �� O...O. a E N5 N1 U--75,6 a� y v O N C e 6"PIR 6°PIR -_= -__- -_ N2 6"PIR 6"PIR co BLOCK 1 w BLOCK 2 I FUTURE PHA E I 3 2 w -``1 4 2 3 4 5 64. 7 8 9 4. TEI Y I ( TB 3' A8 m TB o r- ^ M r II 11 I I V$ + o 4- cc to MO U N �-C:,j � Is rn +N fto � N .U -)C4 sr%% .`dr. 'CV8 11 f1N ' N^1 oo coSSMH WC 19 V6 11 II11 I 11 11 11 -L, .pNirN6 STA=10+50.00 V8 LO NNT7 p S2 Co 5 LF E1$ 11 II Il 11 II II S2 TB TB C_> v (n Zn N in - - - _W8 _ TB E18 � _ W8 S2 S2 W8 5 s - !. __ _ _ E18 E18 MIN. 10 LF 8"W S. zi 8 W W6 lg COMMON DRIVE 168 LF 81N �, g'yy 8MW °8.W `CF . -il N2 - W8 o N3 400 LF W. TIDA ST. "' 11 FUTURE „ fL*S N2 - c - N3 - - _ N3 N3 _ o N3 47 LF N3 6 MIN.- N3 8 S W. TIDA ST. N3 12+00 M 180° 13+00 +00 -441' 10+50 9p' 90° b " 8 S S �8 E3 E13 TB d . S .S CDSC= 15+24 1 10 SI= 2577.5 12 I SSMH WC 15 S2 SSMH WC 17 �', 5 STA=15+82.74 cn E8 TB STA=10+00.00 °o W8 o ^ v b v> o N SSMH WC 16 _ 14- _ ^STA=14+78.00 STA=10+00.00 o 110 p N .+ Lo LO '� ; N M STA=12+38.00 N M ^ c+o ,� + „o N3 S2 LO N - C4 � C4 to C4 � J C4 CC14 51 • 8$10.5 it It I�r Ir n II n n u `n II 2 SC= 15+11 Cn N N N N N to SL= 32 I SI= 2574.9 o U-) 2 3 SSMH WC 18-1. N3 I 1 4 5 6 7 STA=15+44.00Q I SC= 15+44 S2CD I • °O I 10.5 SL= 52' BLOCK 3 1 o I S1= 2577.8 13 6 PIR ;\s z I N3 I I t. U W8 N6 I w I FUTURE PHASE 3 I N2 6"PIR s m -- 6"PIR _ _ FU 2581 �- ... .:...:-..:.:_ --- - SC= 14+3t o'`�0 1 15"GIR°E 6 PIR SL= 32' U; �Sci� 2580 Z N2 ICDI SI= 2574.6 w 2579 SSMH WC 12 ... z ---_ SHELF=2575.9___ 2576 STA -14+54.00 N3 --------------- - SC= 14+54 a �� 2575--------------------�� Y I a w SC= 14+47 1' SL= 43' 14 j I 2570 `" 8 _ 92° SI= 2577.9 M SL= 37 I I i i SI- 2577.9 N S2 ° .N s.. S2 0 4 SC= 13+53 `1 i 2570 + a 12 LF m SL= 32' W8 ; w W s, o W6 1 V8 A8 6 H TB SI= 2574.2 - � �---------------------------- 2575 ------------------------ I cv ILI_SSMH WC 14 - 2576 SHELF= 2575.9 I N3 _ OTA -11 e� �� I I _ _ -2578- 2579 S(= t i+77 SC- 13+82 15 SEE SHEET S-4 SEE SHEET S-3 258 258 258 257 257 256 256 1 ESU 1 1 2U 1 U 8U 1 U 4U 1 U UU y+% 12+40 12+80 13+20 13+60 00 Cd 40 14+80 15+20 15+60 16--(. LO �pN - �oair�,;� 2'06 ?588 N OZ N - ASSUMES ALL RESPONSIBILITY FOR ANY AND ALL DAMAGES M CAUSED BY HIS FAILURE TO EXACTLY LOCATE AND CL + PRESERVE ANY AND ALL UNDERGROUND UTILITIES. DIG Q� LINE TELEPHONE NUMBER IS 1-800-342-1585. oNtoo+ U tt +++•- o o V v AND WATER SERVICES AND MANHOLES. RESET MANHOLES FINISHED 0Ln II o+ n 3 FINISHED STREET ELEVATIONS, EVEN IF NOT SHOWN. GRADE AT M � � 6- a o LL' � SEWER ��i' (n 00U) 14-W~¢ic�iaiv¢�ic MISSING SERVICES AS NEEDED. ?580 4. ALL SEWER SERVICES SHALL BE 4" UNLESS OTHERWISE V) �FX(nN NOTED. 5. ALL SEWER SERVICES SHALL HAVE A MINIMUM OF 2% LIJ PROX. EX/ST. GRADE TO PROPERTY LINE, IN ACCORDANCE WITH THE I� (L ')� ..0_ O D N C 3 C• CURRENT CITY OF MERIDIAN STANDARDS FOR PUBLIC ry - GRI 7UND AT SEWER ?_576 6. ALL WATER MAINS SHALL HAVE 4 FEET OF COVER. Q d N S-5 (j, y � 46.0 LF M LN W O 8" PVC C _ V cc N 0- v.c .c y •� Cd ® 0.70% DU =� N OO P 0 O O O L �. 0o oo Q OF-0 3 -yo 0 0 �Lo cc)o '- to i o O UJ c a E2y N �O U cv tl + c2 �� c.) c II + - (L Zn r- ~v� to E o 0 o d V C y N o�a� N ni tt O - r U •- W N ^ ^ r- 0 C5 CS + 0000± O 3 O LI N t!? t17 to yN. C N N y C T 3 a �w W. TIDA ST. 2V1 o o z z pa�o vii � Q N too n 4 y o ooLO II �.z 0 �zz -' L s u, p N ,Q- APPROX. E E EWER A co N ehD:N W Ei o �0 a co 1+60 11+20 10+80 10+40 10+00 9+6 259 588 258 ?584 258 ?580 258 ?576 257 ?572 257 ?568 256 � 64 256 L_ a 1U UU 1U 4U 1U 6U 11 20 11 6U 12+00 12+40 12+80 13+20 13+60 14+00 14 40 14+80 15+20 15+60 16--(. 2J+6U ?588 N OZ N - ASSUMES ALL RESPONSIBILITY FOR ANY AND ALL DAMAGES M CAUSED BY HIS FAILURE TO EXACTLY LOCATE AND CL O y cnn °1' o N PRESERVE ANY AND ALL UNDERGROUND UTILITIES. DIG Q� LINE TELEPHONE NUMBER IS 1-800-342-1585. W 2. RETAIN AND PROTECT EXISTING FIRE HYDRANTS, SEWER V v AND WATER SERVICES AND MANHOLES. RESET MANHOLES ?584 ca 2 = AND/OR METERS TO NEW FINISHED SIDEWALK OR NEW 3 FINISHED STREET ELEVATIONS, EVEN IF NOT SHOWN. 3. CONTRACTOR SHALL FIELD -VERIFY THAT ALL SERVICES ARE A0 LL' � CONSTRUCTION BEGINS. CONTRACTOR SHALL INSTALL ANY Czs C C 3 MISSING SERVICES AS NEEDED. ?580 4. ALL SEWER SERVICES SHALL BE 4" UNLESS OTHERWISE E NOTED. 5. ALL SEWER SERVICES SHALL HAVE A MINIMUM OF 2% LIJ r oa-E>m ai GRADE TO PROPERTY LINE, IN ACCORDANCE WITH THE I� (L ')� ..0_ O D N C 3 C• CURRENT CITY OF MERIDIAN STANDARDS FOR PUBLIC ry - N o+ T N c O WORKS CONSTRUCTION. ?_576 6. ALL WATER MAINS SHALL HAVE 4 FEET OF COVER. Q d N S-5 (j, y � /SHEETS/ 181101 -SS.DWG M LN W O fi ` 0 C _ V cc N 0- v.c .c y •� Cd U t� O - y oo=� DU =� N OO P 0 O O O L �. 0o oo Q OF-0 3 -yo 0 0 �Lo cc)o '- to i o O tt/ c a E2y N �O U cv tl + c2 �� c.) c II + - (L Zn n O y �= U t^l700nN to E o 0 o d V C y N o�a� .0CNMM QU U •- W = 9 W 11 r- 0 C5 CS + 0000± O 3 O LI N yN. C N N y C T 3 a �w G'.1 � i1 FINISHED RADE AT SEWER o yo=Eos pa�o vii � Q N too n 4 y o ooLO II s u, p N ,Q- APPROX. E 75T GROUND AT EWER n c C N ehD:N W Ei o �0 a ; SL II 11 IIS N'd�Ncn 000";<Do �� O...O. O:U o v 2 ` E U--75,6 a� y v O N C 62.0 LF „ zao.0 8" PVC 6 Lr 0.507. PVC o o 234. LF Q" PVC 40 0.50% .iIn p st vn 2 -LJ Ld rn io ^ � i N 7 04 II to U N t1 NN �~ n N NU N� �W C14 t^o c-4 toLOI! NN Z H p if R2 Z(n Cn O� Z 0 - 0 °° W. TIDA STREE-T 00 00 00 - a x s Go co 4 00 3+60 10+00 10+40 10+80 11+20 11+60 12+00 12+40 12+80 13+20 13+60 14+00 14+40 14+80 15+20 15+60 16+C rIJ WATER LIST OF MATERIALS ITEM DESCRIPTION W6 Water Main, 6" PVC, C-900 W8 Water Main, 8" PVC, C-900 V6 Valve, 6' Gate, Fig. x MJ O Valve, 8' Gate, Fig. x MJ Tee, 8" x 8" x 6" MJ x MJ x Fig. T16 Tee, 8" x 8" x 6" All Fig. T26 Tee, 8" x 8" x 8' All Fig. O Adaptor, 8", Fig. x MJ C8 Cross, 8" x 8" x 8" x 8', All Fig. E3 Elbow, 8% 11 1/4% MJ x Fig. E8 Elbow, 8% 11 1/,V, MJ E13 Elbow, 8', 22 1 /2', MJ x Fig. E18 Elbow, 8", 22 1/7, MJ O Fire Hydrant Assembly Complete per Std.s W7 and W9 B2 Blow -off, 2" per Std.s Dwg. W13, Including 8" Valve S1 Single Metered Service Connection, 1 ", with 3/4" Meter and 3/4" Meter Setters, per Std.s W1, W2 and W5. S2 Double Metered Service Connection, 1", with 3/4" Meters and 3/4' Meter Setters, per Std.s W1, W3 and W5. P.C.C. Thrust Block per Water Note 1, (As required even if Onot shown.). See Water Note 1 on Title Sheet and ISPWC SD -403. After Agency has closed Existing Valve "A' and "B", the N1 Contractor shall remove the existing Blow -off and Thrust Block to complete the interconnection as shown. See Water Note No. 2 and Sewer Note No. 2 on the Title N2 Sheet. (Adjust Water Main as needed, to Maintain Minimum Separation). N3 See Water Note No. 3 and Sewer Note No. 3 on the Title Sheet. Deflect Pipe Per Manufacturers Specifications and N4 Recommendations. Verification of the deflection angle by the contractor is required. N5 Retain and Protect Existing Water Valves etc. Raise Valve Boxes to new Finished Grade and Install Conc. Collars. N6 Extend Water Service Pigtail a minimum of 5' past Pressure Irrigation Line. 10 N fn N S_ 'o C N d C y ?592 a a NOTES O Qc 1. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE LL 4- -a- > a SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR U a �;oE SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING OC UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR ?588 N OZ N - ASSUMES ALL RESPONSIBILITY FOR ANY AND ALL DAMAGES M CAUSED BY HIS FAILURE TO EXACTLY LOCATE AND CL O y cnn °1' o N PRESERVE ANY AND ALL UNDERGROUND UTILITIES. DIG Q� LINE TELEPHONE NUMBER IS 1-800-342-1585. W 2. RETAIN AND PROTECT EXISTING FIRE HYDRANTS, SEWER V v AND WATER SERVICES AND MANHOLES. RESET MANHOLES ?584 ca 2 = AND/OR METERS TO NEW FINISHED SIDEWALK OR NEW 3 FINISHED STREET ELEVATIONS, EVEN IF NOT SHOWN. 3. CONTRACTOR SHALL FIELD -VERIFY THAT ALL SERVICES ARE A0 EXISTING AS SHOWN, PRIOR TO PAVING OR CONCRETE CONSTRUCTION BEGINS. CONTRACTOR SHALL INSTALL ANY Czs C C 3 MISSING SERVICES AS NEEDED. ?580 4. ALL SEWER SERVICES SHALL BE 4" UNLESS OTHERWISE E NOTED. 5. ALL SEWER SERVICES SHALL HAVE A MINIMUM OF 2% LIJ r oa-E>m ai GRADE TO PROPERTY LINE, IN ACCORDANCE WITH THE I� (L ')� ..0_ O D N C 3 C• CURRENT CITY OF MERIDIAN STANDARDS FOR PUBLIC 1 "=40' 1 "=4' N o+ T N c O WORKS CONSTRUCTION. ?_576 6. ALL WATER MAINS SHALL HAVE 4 FEET OF COVER. ?572 ?568 40 20 0 40 80 120 SCALE IN FEET HORIZONTAL SCALE O 64 4 2 0 4 8 12 SCALE IN FEET z O F- U D Cn 00 z 1 0 o U 1 O 1 LL J W Z > Oo W C) a- m Q �O � U_ z a lk©■ v1 N fn N S_ 'o C N d C y L.. a a O Qc � oai aEi � o `o o>' >'o+ E-4 LL 4- -a- > a � 0 U a �;oE OC Q V N OZ N - 45 M d Z CL O y cnn °1' o N CA Q� ZW O W c m o c c a V v J V) °-Q a ca 2 = (n 3 c w n-�Qv o W�LJ A0 Czs C C 3 F•+ o � o E D oos o Q LIJ r oa-E>m ai I� (L ')� ..0_ O D N C 3 C• Q Q 1 "=40' 1 "=4' N o+ T N c O Q DWG.DATE m =' to) O ..'C.+ d W m No. 181101 rls d N S-5 (j, y � /SHEETS/ 181101 -SS.DWG O fi ` 0 C _ V cc N 0- v.c .c y •� U t� O - y oo=� DU =� W O O O L �. Q OF-0 3 -yo 0 0 O 0 to i o O tt/ c a E2y N _O U V o "�j U (L Zn n O y �= U n.0 E o 0 o d V C y N o�a� QU U •- O 3 O LI N yN. C N N y C T o yo=Eos �a c U 3 n -0N o n c C W Ei o �0 a 000";<Do �� O...O. O:U o v 2 ` E U--75,6 a� y v lk©■ v1 LLJ W E-4 � � 0 .Qr OC Q M d Z W Q� r ZW O zW Q� t~ z J V) °-Q a z 3 W�LJ A0 Czs ME 1 F•+ rr LIJ LIJ U) SCALE 1 "=40' 1 "=4' HORIZ VERT DWG.DATE 03/05/19 PROS. No. 181101 rls SHEET 14 OF 23 S-5 /SHEETS/ 181101 -SS.DWG SEEPAGE BED #3 DATA DI #5 STA. 10+02.30, 16.5' LT INLET CATCH BASIN, TYPE IV, (FOR ROLLED CURB) ACHD SUPPLEMENT TO ISPWC SD -604A, WITH 1' SUMP GRATE = 2579.05 12" INV. OUT (S) = 2576.40 Q(2)= 0.14 cfs V(2)= 187 cf Q(25)= 0.36 cfs V(25)= 497 cf Q(100)= 0.52 cfs V(100)= 691 cf 30 LF OF 12" AWWA C-900 PVC 0 S=-0.33% TO DI #6 DI #6 STA. 10+02.30, 16.5' RT INLET CATCH BASIN, TYPE IV, (FOR ROLLED CURB) ACHD SUPPLEMENT TO ISPWC SD -604A, WITH 1' SUMP GRATE = 2579.05 12" INV. IN (N) = 2576.30 12" INV. OUT (S) = 2576.20 Q(2)= 0.05 cfs V(2)= 70 cf Q(25)= 0.14 cfs V(25)= 186 cf Q(100)= 0.19 cfs V(100)= 259 cf 17.8 LF OF 12" PVC 0 S=-0.56% TO SDMH #8 SDMH #8 STA. 10+05, 35.6' RT 48"0 STORM DRAIN MANHOLE (SHALLOW MANHOLE TYPE 1, RAISED INVERT & PRECAST BASE, SHEET DT -2), WITH 2' SUMP RIM = 2579.7± (MATCH FINISHED GRADE) 12" INV. IN (N) = 2576.10 18" INV. OUT (E) = 2575.35 9.0 LF 18" PVC S=-0.0% (TO SEEPAGE BED #3) SEEPAGE BED NO. 3 4' W x 78' L x 6.5' D 18" INV. AT SEEPAGE BED #3 = 2575.35 TOP OF ROCK = 2578.0 BTM OF ROCK = 2571.5 PERCOLATION RATE = 5"/hr HIGH GROUND WATER BELOW = 2568.0± SEE SHEET DT -2 FOR BED DETAIL NOTES 1. SEE SHEET DT -2 FOR SEEPAGE BED DETAILS AND BED MONITORING WELL LOCATIONS. 2. SEEPAGE BEDS SHALL HAVE A MINIMUM OF 1.5' OF COVER. PIPE NOTE 1. ALL PIPES CALLED OUT AS PVC (EXCLUDING AWWA C900 OR AWWA C905) MAY BE ASTM D 3034 (SDR 35) OR ADS N-12HP. ACHD NOTES 1. CONTRACTOR SHALL CALL ACHD FOR INSPECTION OF THE STORM DRAIN SYSTEM. ACHD INSPECTOR SHALL BE ON-SITE DURING SEEPAGE BED INSTALLATION, INCLUDING LINER INSTALLATION. 2. ALL TREES MUST BE OFFSET A MINIMUM OF 10 FEET FROM ALL STORM DRAIN FACILITIES. MONITORING WELL DATA CONTROL POINTS NORTHING EASTING S 1/4, SECTION 25 722,994.2 2,452,101.1 W 1/16, SECTION 25 723,008.0 2,450,760.7 MONITORING WELL 1 NO. NORTHING EASTING MW #1 722,409.6 2,451,447.0 MW #2 722,444.7 2,451,595.2 MW #3 722,157.9 2,451,854.7 MW #4 722,306.6 2,451,799.6 MW #5 722,796.2 2,451,322.2 MW #6 722,742.2 2,451,403.4 MONITORING WELL NOTE: ° ° RC=2578.94 1. PLACE MONITORING WELLS IN SIDEWALK OR BACK OF WALK WHEN POSSIBLE, VERIFY WITH ACHD OR ENGINEER IF NEEDED. GRATE=2578.67 I 2. MONITORING WELLS SHALL BE INSTALLED PER 2017 ACHD SUPPLEMENTAL TO ISPWC STD. DWG. NO. SD -627. d e BLOCK 1 DI #5 . )l I 10+02.30, 16.5' L 3 2 / RC=2579.32 ° GRATE=2579.05 a a Tmy/ 15 f 8"W 8°W CD A CD N M � DI #6- 10+02.30, 6-10+02.30, 16.5' R o RC=2579.32 M v W. TIDA STREET GRATE=2579.05 N !- d Q ° 17.8 LF 12' PVC 0 0.56% " 98• 72.0 LF 18 PVC 0 0.00% 4 �6 SDMH #8 10+05, 35.6' R 1 00 RIM=2579.7± I 11' d 9.0 LF 18' PVC 0 0.00% 78' as 2 BLOCK 4 ° SEEPAGE BED #3 4 I � d d O ° 1 loo BLOCK 3 12+ 1: aa. 8' �1llf'�r� o' I EP ep EP fP i i CD �A I I I I I O I a I U- 00 w 00w U- M M IW 14 1 10' 8' 10' I I d BLOCK 3 ° ° o s. a d Oo ° I d ° 20 80 ° 12 I d I I o N Q a co W d �a ° ^ s° 1..1- 21+60 ° W I W �1 Cn 13 15.7 LF 18" PVC 0 0.00%Ll SDMH #5 21+79.99, 2.5' EP SDMH #7 RIM=2581.33± 21+20.66, 25.0' L ° RIM=2581.17± 169' s o d ° � a 'd ° _! g v W. BIRD WING DR• 170° M 4' 1 557 LF 12"VqC®0. N SDMH #6 a d d a N 21+19.80, 4. OF R -- RIM=2581.04± d d Uj ° m 2 1 BLOCK 5 0A 17 18 BLOCK 2 IM ° d d d ° ° d \ R / - SDMH #4 °° 22+48.36, 9.0' R ° ° RIM=2581 A3± 8„W r-- 22-40 22+4.86 C, W. BIRD WING DR. o _ � _ N 3.5'- 76.8 LF 12' PVC 0 0.39% 90' U N NI -�-- -► 00 �-- a 1 �o �\d ° o \ ° � N 9' 10.5' � d �- - -. _ DI #4, 90° 90° d 22+81.36, 16.5' R 22.0 LF 12" PVC RC=2581.00 0 0.45%Y___-RC=2581.00 222 81.36, 16.5' L GRATE=2580.73 I (AWWA C-900) t GRATE=2580.73 4.0 LF 12" PVC 0 2.50% (AWWA C-900) z 1 SDMH #3 a co 22+81.36, 9.0' R I BLOCK 6 RIM=2580.90± 23-20 m 20 10 0 20 40 60 I ° I E4 ,° SCALE IN FEET 1 �0 c) 15$20 I BLOCK 3 Z - ° e 15+3.86 4 SDMH #2 1 BLOCK 3 d 15+73.87, 25.0' L 5 a ° ° RC=2578.94 INLET CATCH BASIN, TYPE IV, (FOR ROLLED CURB) ACHD c) 48"0 STORM DRAIN MANHOLE (SHALLOW MANHOLE TYPE I, GRATE=2578.67 I 0 BLOCK 4 ° W I � d 14.5 LF 15' PVC 0 0.00% I Y m I GRATE = 2580.73 EP EP E RIM = 2581.04± (MATCH PAVEMENT) I ° ° EP EP p 94.0 LF 15" PVC 0 0.00%? - --- 48"0 STORM DRAIN MANHOLE (SHALLOW MANHOLE TYPE 1, 12" INV. IN (E) = 2577.10 P - - - - - --- _� Q(2)= 0.34 cfs V(2)= 600 cf I 7.0 LF 15" PVC 0 1.430 90' D 30.0 LF 12" PVC � 12.1 LF 15" PVC 0 0.83%- 0 0.00% - - _ 94.0 LF 18 PVC 0 .00% SCALE I ®0.50% t 90'--- - - - - - Q(100)= 1.42 cfs V(100)= 2246 cf (AWWA C-900) - - - �- ��I11 0 14.5 LF 18" PVC 0 0.00% /SHEETS/181101-SD.DWG (n 100' DI #1 t 16 00 ` I z 15+90, 16.5' R I d STA. 21+20.66, 25.0' LT RC=2578.74 SDMH #1 GRATE=2578.4700 ° -15+90, 25.0' L ° RIM=2578.87± RAISED INVERT & PRECAST BASE, SHEET DT -2), WITH 2' SUMP O ° DI #2 SUPPLEMENT TO ISPWC SD -604A, WITH 1' SUMP SDMH #5 RIM = 2581.17± (MATCH SIDEWALK) I 15+90, 16.5' L 17 6 I I a RC=2578.74 12" INV. IN (S) = 2576.90 p GRATE=2578.47 12" INV. OUT (E) = 2578.10 48"0 STORM DRAIN MANHOLE (SHALLOW MANHOLE TYPE I, 18" INV, OUT (N) = 2576.15 ° LL ` d SEEPAGE BED #1 I I � d Q(25)= 0.79 cfs V(25)= 1428 cf 2' SUMP�- ° W SEEPAGE BED #1 DATA RIM = 2581.33± (MATCH PAVEMENT) DI #1 J SDMH #1 STA. 15+90, 16.5' RT 12" INV. IN (E) = 2577.40 STA. 15+90, 25' LT z INLET CATCH BASIN, TYPE IV, (FOR ROLLED CURB) ACHD 48"0 STORM DRAIN MANHOLE (SHALLOW MANHOLE TYPE I, 12" INV. OUT (W) = 2577.30 SUPPLEMENT TO ISPWC SD -604A, WITH 1' SUMP RAISED INVERT & PRECAST BASE, SHEET DT -2), WITH 2' SUMP GRATE = 2578.47 RIM = 2578.87± (MATCH SIDEWALK) 12" INV. OUT (E) = 2576.00 15" INV. IN (W) = 2575.50 55.7 LF 12" PVC S=-0.36% (TO SDMH #6) Q(2)= 0.46 cfs V(2)= 936 cf C) 18" INV. OUT (E) = 2574.75 0(25)= 1.21 cfs V(25)= 2484 cf 15" INV. (OVERFLOW) (N) = 2576.00 co Q(100)= 1.81 cfs V(100)= 3456 cf RAISED INVERT & PRECAST BASE, SHEET DT -2), WITH 2' SUMP 30 LF OF 12" AWWA C-900 PVC 0 S=-0.50% TO DI #2 14.5 LF 18" PVC S=-0.0% (TO SEEPAGE BED #1) Q DI #2 RIM = 2580.90± (MATCH SIDEWALK) 12.1 LF 15" PVC S=-0.83% (SDMH #2) HIGH GROUND WATER BELOW = 2568.0± STA. 15+90, 16.5' LT . . 12" INV. IN (E) = 2578.00 12" INV. IN (W) = 2578.00 INLET CATCH BASIN, TYPE IV, (FOR ROLLED CURB) ACHD SDMH #2 SUPPLEMENT TO ISPWC SD -604A, WITH 1' SUMP STA. 15+73.87, 25' LT GRATE = 2578.47 z 48.0 STORM DRAIN MANHOLE (SHALLOW MANHOLE TYPE I, 12" INV. OUT (N) = 2577.90 12" INV. IN (W) = 2575.85 RAISED INVERT & PRECAST BASE, SHEET DT -2), WITH 2' SUMP 15" INV. OUT (E) = 2575.60 RIM = 2578.67± (MATCH SIDEWALK) Q(2)= 0.86 cfs V(2)= 1755 cf 15" INV. IN (S) = 2575.90 Q(25)= 2.29 cfs V(25)= 4658 cf 15" INV. OUT (E) = 2575.80 Q(100)= 3.39 cfs V(100)= 6480 cf 7.0 LF OF 15" PVC 0 S=-1.43% TO SDMH #1 14.5 LF 15" PVC S=-0.0% (TO SEEPAGE BED #1) SEEPAGE BED NO. 1 35'Wx100'Lx6'D 18" INV. AT SEEPAGE BED #1 = 2574.75 15" INV. AT SEEPAGE BED #1 = 2575.80 (OF) TOP OF ROCK = 2577.6 BTM OF ROCK = 2571.6 PERCOLATION RATE = 5"/hr HIGH GROUND WATER BELOW = 2568.0± SEE SHEET DT -2 FOR BED DETAIL aa. 8' �1llf'�r� o' I EP ep EP fP i i CD �A I I I I I O I a I U- 00 w 00w U- M M IW 14 1 10' 8' 10' I I d BLOCK 3 ° ° o s. a d Oo ° I d ° 20 80 ° 12 I d I I o N Q a co W d �a ° ^ s° 1..1- 21+60 ° W I W �1 Cn 13 15.7 LF 18" PVC 0 0.00%Ll SDMH #5 21+79.99, 2.5' EP SDMH #7 RIM=2581.33± 21+20.66, 25.0' L ° RIM=2581.17± 169' s o d ° � a 'd ° _! g v W. BIRD WING DR• 170° M 4' 1 557 LF 12"VqC®0. N SDMH #6 a d d a N 21+19.80, 4. OF R -- RIM=2581.04± d d Uj ° m 2 1 BLOCK 5 0A 17 18 BLOCK 2 IM ° d d d ° ° d \ R / - SDMH #4 °° 22+48.36, 9.0' R ° ° RIM=2581 A3± 8„W r-- 22-40 22+4.86 C, W. BIRD WING DR. o _ � _ N 3.5'- 76.8 LF 12' PVC 0 0.39% 90' U N NI -�-- -► 00 �-- a 1 �o �\d ° o \ ° � N 9' 10.5' � d �- - -. _ DI #4, 90° 90° d 22+81.36, 16.5' R 22.0 LF 12" PVC RC=2581.00 0 0.45%Y___-RC=2581.00 222 81.36, 16.5' L GRATE=2580.73 I (AWWA C-900) t GRATE=2580.73 4.0 LF 12" PVC 0 2.50% (AWWA C-900) z 1 SDMH #3 a co 22+81.36, 9.0' R I BLOCK 6 RIM=2580.90± 23-20 m 20 10 0 20 40 60 E4 SCALE IN FEET SEEPAGE BED #2 DATA �0 c) DI #3 Z SDMH #6 o z W� STA. 22+81.36, 16.5' LT 29.0 LF 12" PVC S=-0.34% (TO SDMH #4) STA. 21+19.80, 4.0' RT z z INLET CATCH BASIN, TYPE IV, (FOR ROLLED CURB) ACHD c) 48"0 STORM DRAIN MANHOLE (SHALLOW MANHOLE TYPE I, 0 SUPPLEMENT TO ISPWC SD -604A, WITH 1' SUMP SDMH #4 RAISED INVERT & PRECAST BASE, SHEET DT -2), WITH 2' SUMP � z GRATE = 2580.73 STA. 22+48.36, 9.0' RT RIM = 2581.04± (MATCH PAVEMENT) 0 0 W 14" INV. OUT (NE) = 2578.10 48"0 STORM DRAIN MANHOLE (SHALLOW MANHOLE TYPE 1, 12" INV. IN (E) = 2577.10 V rr F- Q(2)= 0.34 cfs V(2)= 600 cf RAISED INVERT & PRECAST BASE, SHEET DT -2), WITH 12" INV, OUT (N) = 2577.00 D Q(25)= 0.89 cfs V(25)= 1615 cf 2' SUMP SCALE w DWG.DATE Q(100)= 1.42 cfs V(100)= 2246 cf RIM = 2581.03± (MATCH PAVEMENT) 25 LF OF 12" AWWA C-900 PVC 0 S=-0.40% TO SDMH #7 181101 �- 22 LF OF 12" AWWA C-900 PVC 0 S=-0.457. TO SDMH #3 12" INV. IN (S) = 2577.80 /SHEETS/181101-SD.DWG (n 12" INV. OUT (W) = 2577.70 SDMH #7 z DI #4 STA. 21+20.66, 25.0' LT STA. 22+81.36, 16.5' RT 76.8 LF 12" PVC S=-0.39% (TO SDMH #5) 48"0 STORM DRAIN MANHOLE (SHALLOW MANHOLE TYPE I, Lo 0 2 -INLET CATCH BASIN, TYPE IV, (FOR ROLLED CURB) ACHD RAISED INVERT & PRECAST BASE, SHEET DT -2), WITH 2' SUMP O SUPPLEMENT TO ISPWC SD -604A, WITH 1' SUMP SDMH #5 RIM = 2581.17± (MATCH SIDEWALK) GRATE = 2580.73 STA. 21+79.99, 2.5' RTC� 12" INV. IN (S) = 2576.90 p 12" INV. OUT (E) = 2578.10 48"0 STORM DRAIN MANHOLE (SHALLOW MANHOLE TYPE I, 18" INV, OUT (N) = 2576.15 LL Q(2)= 0.30 cfs V(2)= 538 cf RAISED INVERT & PRECAST BASE, SHEET DT -2), WITH 15.7 LF 18" PVC S=-0.00% (TO SEEPAGE BED #2) Q Q(25)= 0.79 cfs V(25)= 1428 cf 2' SUMP�- W Q(100)= 1.25 cfs V(100)= 1987 cf RIM = 2581.33± (MATCH PAVEMENT) SEEPAGE BED NO. 2 J 4.0 LF OF 12" AWWA C-900 PVC 0 S=-2.5% TO SDMH #3 12" INV. IN (E) = 2577.40 8' W x 143' L x 7.5' D z 0 12" INV. OUT (W) = 2577.30 18" INV. AT SEEPAGE BED #2 = 2576.15 0 SDMH #3 TOP OF ROCK = 2579.5 w STA. 22+81.36, 9.0' RT 55.7 LF 12" PVC S=-0.36% (TO SDMH #6) BTM OF ROCK = 2572.0 C) (� 48"0 STORM DRAIN MANHOLE (SHALLOW MANHOLE TYPE 1, PERCOLA11ON RATE = 8"/hr co RAISED INVERT & PRECAST BASE, SHEET DT -2), WITH 2' SUMP Q RIM = 2580.90± (MATCH SIDEWALK) HIGH GROUND WATER BELOW = 2568.0± . . 12" INV. IN (E) = 2578.00 12" INV. IN (W) = 2578.00 SEE SHEET DT -2 FOR BED DETAIL 00 ~ LL z 0 12" INV. OUT (N) = 2577.90 -.L-. p 80 O o a IL a a� ^V+ 0 p (n 0 ++ (D iii o y a, N C/��,C W Oi t� 0 O 0 O V v p O Tam_ �J U 6 is, 0 2C6 rn = c c 3 N W /� O 0 } in v C�L .V o _ C W O P V .'C. O �z Co v FLv, t7 •O C> N C D O C 3y O Q M d' U O w QW m _g N -2V y ..'cam �z oN� O O N a 0 3 a LL P y.+ O -2 Oo !n Evl g °: a� � a W� N� Oo a Q o f 3LwoNcc o CL Z g v� o p •` ao m �O oa U C N N QU v o� Ov a v U L O 3 o cn c c U t U N C N H Q N o c oci 08,9 g O � {,�,, � •V N e d 3 d N C N U � •i h N � -O O w o c0 Cc o yr 2 �'� v v `o c c o w vi m •� v z ONAL ISTPOF > > W d zw��z oow3� J N W Z �3�mw Z z N z z �¢zo� z a o r z 0 oZNQz Zz 0 Z z Z W W �• oZmwm3 =wzo2 - CD c a 0 C:> 001 H N M00 �00N -4 X L- ��`L_ apo C) 0 azao ca ® oo_ Of Eout 03 w Z M N 04 00 zi W E4 FQ- Q �0 c) E..4 Z °° o z W� z z pa c) w � z 004 H g' z P- 0 0 W U LJ E04 rr F- '^ v� C/) SCALE 1 "=20' DWG.DATE 03/05/19 PROJ. NO. 181101 SHEET 9 OF 23 SD -1 /SHEETS/181101-SD.DWG � PA Ep SLEEVES (JOINT TRENCH), SEE BOX CULVERT WITH CONG. APRONS, APPROVED WHITECUFFE ESTATES SEE APPROVED WHITECLIFFE ESTATES MATCH EXISTING PAVEMENT. BOX CULVERT PLANS. BOX CULVERT PLANS. Ep 2518 kt- C14 .4 $) 7 -1E -P 9.4 B_ Toe TOB X ............. ........ ...... 25 EN5 75""' TGB Loa_ 5B i0l-t N C7 10+5 VC C8 2581.1 10+54.82 VC SEE LANDSCAPE PLAN SEE LANDSCAPE L FOR BERM DATA 10+70 I�OELD \j0+70 BLOCK 1 11+20 VC 11d2 066� SUB. 2580.62 F 2580.62 FL BLOCK 2 FUT 580.89 FUTURE Pvipll 1 3 R1W 2 5/ 6 7 ��K�K� ��U�K�K�~� �� SHEET ST -2 - / / | | ' ' / | � ``/' | --�----------�--- �- �_ | / | � / -------- ------- ------- -------�--------�----____�_ o��I____________________/ � PO"~- � EXIST. 4-6"x 50 |F. STEEL ------- --------------��------------ ------ -------- --__ _ SLEEVES BOX CULVERT WITH CONC. APRONS APPROVED �HRECUFFE ESTATES SEE APPROVED WHRECJFFE� / BOX CULVERT PLANS.80X CULVERT PLANS.580. 7 9 Q + 33.7 EP Lo 6. C14 1 17.7 --''''-- � EP EP EP EP EP EP EP EP EP EP EP EP EP _9581-0 W McMILL4N RD, Lu Ep W 2580.60 25 0 T06- EXISTINGMATCH 2581.17 HP u=_N 10+54.82 VC `--'SIDEWALK S N4 - - ----_-_--__---- U 11 0 2581.16 /u�/v � � SEE LANDSCAPE PLAN/' � ^ . � ' � F�� RN DATA............ U 258O82 FL � . , � BLOCK i 11'20 , U � ---``` �L�� /`` > �~..~~ �aouux � ' � 3 4 � 7 8 9 10 SEE SHEET ��K�8�K�~� �� u� STREET KEYNOTE LIST 40 20 0 40 80 170 [DEM DESCRIPTION /u�\ INSTALL 12` WIDE ASPHALT ACCESS FOR PUMP STATION MAINTENANCE, PER ACHD SUPPLEMENT T0 |SPVYC SD -71O8 / . , ' SCALE IN FEET ° INSTALL TYPE U| BARRICADE PER ACHD SUPPLEMENT TO |SPWC 8D -1132B AND INSTALL A 3|QN STATING THAT "THIS ROAD WILL BE EXTENDED IN THE FUTURE, COORDINATE SIGNAGE �V ~-~ WITH ACHD STAFF. r�� INSTALL TYPE U BARRICADE ATTHE END OF SIDEWALK PER ACHD SUPPLEMENT TO 0PWC SO -1132A, PER MUTCD PROVISIONS SECTION 60-02. THE BARRICADES SHALL INCLUDE KICK STREET NOTES: �� ^-� PLATE AT THE BASE OF THE SIGN TO PROVIDE CANE DETECTION. /�� 1. MINIMUM 2. � ASPHALT CUT UNE ALL ASPHALT REPAIR SHALL MEET |SPYN� STANDARD DRAWINGS, N�S. SD -301. SD -303 CONSTRUCT 6" CONCRETE VERTICAL CURB' GUTTER AND ATTACHED S|DEWALK, PER ACHD SUPPLEMENT TO |SPWC SD -701 8u SD -709. ALL AND SD -800. C8N3TRUCTAPAVEMENT MATCHES (INCLUDING DRAPPROACHES AND UTILITY CUT STREET ~-� REPAIRS) WITHIN ACHD RIGHT-OF-WAY TO MATCH THE B0SONC STREET PAVEMENT SECTION OR TO USE THE /��` CONSTRUCT J" CONCRETE ROLLED CURB, GUTTER AND ATTACHED SIDEWALK, PER ACHD SUPPLEMENT TO |3PWC 3D-702 &SD -7U9. FOLLOWING: PRINCIPAL ARTERIAL ROADWAYS SHALL DE SP -3, 0.50 04"\ MIX, PC 64-28 FIVE INCHES /5� THICK, `-^ A3 A MINIMUM WITH 4^ OF X" BASE AND 25~ OF 0" MINUS PIT RUN. MINOR ARTERIAL ROADWAYS S ' BE /�� CONSTRUCT CONCRETE SIDEWALK, SEPARATED, 5^ VY0E x 5" THICK /SEE PLAN), PER ACHD SUPPLEMENT TO |SPNC SD -708. SE[ SHEET OT -1. 3P-3. O.5O INCH ik� W|X. P� 04-28 FIVE INCHES /5� THICK, AS A �|N|�0W WITH 4" UF�k" BASE 25" OF `~^ ' ' " .��. . . /�� O' MINUS P� RUN. COLLECTOR, LOCAL COWWERCV&, AND LOCAL INDUSTRIAL ROADWAYS SHALL BE 5p-3. 0.50 ��/ CONSTRUCT 4' YY|D[ VALLEY GUTTER PER ACHD SUPPLEMENTAL TO 0PWC SD -708. INCH A�� W|X. P� O4-28 THREE INCHES /3� THICK, A3 A W|N\WUW WITH 4" OF Y4- BASE AND 20" OF 8" MINUS ' ' ' ' 0�" /�� P� RUN. LOCAL RESIDENTIAL ROADWAYS SHALL 8ESP-3. 0.50 INCH 0�\ W|X' PC 58-28TWO AND A HALF i��/ CONSTRUCT CONCRETE VERTICAL /!SL�N�\ CURB, NO GUTTER. SEE DETAL, SHEET DT -1. INCHES THICK, AS A W(N|�UW �R� 4" �F�k° BAS[ AND 14" OF �" MINUS RT RUN. ^-^ (ISLAND) ' � ,��\ 2. CONTRACTOR SHALL RETAIN AND PROTECT ALL EXISTING UTILITIES, EVEN IF NOT SHOWN. COORDINATE ALL \�o/ INSTALL CURB TRANSITION, VERTICAL CURB AND GUTTER TO ROLLED CURB AND GUTTER, SEE DETAIL, SHEET DT -1. WORK WITH UTILITY COMPANIES INCLUDING BUT NOT LIMITED TO IDAHO POWER CO., INTERMOUNTAIN ^-^ GAS CO.,CABLE ONE AND CENTURY LINK TELEPHONE. INSTALL CURB TERMINUS, PER |SPWC SD -707.3. THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND EXISTING � DRAWINGS. THE CONTRACTOR SHALL DETERMINE THE EXACT LO(A11ON OF ALL EXISTING UT]UTIE3 BEFORE CONSTRUCT 17' WIDE (SEE PLAN NEn/ CONCRETE DRIVEWAY APPROACH/PEDESTRIAN RAMP /CONCRETE TO BE D" THICK), AND AN ASPHALTAPRON /12'x 30'\ PER ACHD SUPPLEMENTCOMWENC|NC WORK. THE CONTRACTOR ASSUMES ALRE5PONS|B|UTY FOR ANY AND ALL DAMAGES CAUSED @ TO |3PWC SD -710C SEE STREET NOTE N0 4 THIS SHEET. BY HIS FAILURE TO EXACTLY UDQ��E AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. CONTRACTOR ' ' ^ SHALL CALL 0G UNE AT 1-800-342-1585 PRIOR TO ANY EXCAVATION. ` ' WIDE4. PEDESTRIAN RAMPS: CONSTRUCT RAMPS PER ACHD 3UPPLEW[NT TO \SPWC 3D -712H WITH TRUNCATED \��/ CONSTRUCT 12� (SEE PLAN VIEW) CONCRETE DRIVEWAY APPROACH WITH ATTACHED SIDEWALK (CONCRETE TO BE O" THICK), PER ACHD SUPPLEMENT TO |SPNC SD -710B. DOMES SIMILAR TO |SPWC 5D-712, DOMES SHALL BE RIGID INSERTS WET -3[T INTO THE CONCRETE (CONCRETE STAMP &u ADHESIVE MATS NOT ALLOWED) AND SHALL BE COLORED 'TRAFFIC YELLOW PEDESTRIAN TRAFFIC CALMING B|OR[TENT|ON CURB EXTENSION /34' TOP BACK OF CURB LENGTH): PER 2017 ACHD STORMYAJER DESIGN GUIDELINES, STD. DWG #8MP 32. RAMPS MUST MEET THE LATEST ADA AND |C�/»N3\ A-1171 REQUIREMENTS. ACHD INSPECTION STAFF - -/ .'. ' . WILL BE MORE CLOSELY MONITORING PEDESTRIAN FACILITIES FOR COMPLIANCE WITH ADA STANDARDS. INSTALL STREET UGR[ TYPE U, PER MERIDIAN STREET LIGHT PLAN, SE[ SHEET LGT-1. THE CROSS SLOPE OF ALL PEDESTRIAN HANDICAP RAMPS SHALL NOT BE GREATER THAN 1'5% SLOPE. AS A -- �� LIGHT, REW\NDER, SIDEWALK CR0SS SLOPE SHALL NOT EXCE[D 2.0%; THERE AR[ NO "TOLERANCES~ i�V INSTALL STREET TYPE |, PER MERIDIAN STREET LIGHT PLAN, SEE SHEET LGT-1. ALLOWED. ^�^ 5. SEE SHEET SD -1 FOR STORM DRAIN DATA AND ELEVATIONS. REMOVE AND DISPOSE OF EXISTING BARRICADE. BARRICADE CAN BE RE -USED IF IT MEETS ALL CURRENT STANDARDS. BEGIN SIDEWALK CONSTRUCTION. MATCH EXISTING ELEVATION 8' CONTRACTOR SHALL REPLACE/REPAIR SPRINKLER SYSTEM, LANDSCAPING ETC` THAT IS DISTURBED \mV UNLESS OTHERWISE SHOWN. WITH THE NEW CONSTRUCTION. TREES SHALL BE RE -LOCATED PER THE DEVELOPER. 7. ABANDONED BUILDINGS, TEST PITS DR WATERWAYS LOCATED WITHIN CURRENT OR FUTURE x�� REMOVE AND 03pO3E OF EXISTING BARRICADE AND APPROXIMATELY 50 LF OF YY0OQ FENCE' BARRICADE CAN BE RE -USED IF IT MEETS ALL CURRENT STANDARDS. BEGIN PAVEMENT RIGHT-OF-WAY SHALL BE RE -EXCAVATED TO NATIVE SOIL AND BACKFILLED WITH STRUCTURAL RLL AND/0R SIDEWALK CONSTRUCTION. MATCH EXISTING ELEVATION UNLESS OTHERWISE SHOWN. COORDINATE ALL WORK WITH CEDAR SPRINGS HOA AND/OR PROPERTY OWNER. |SPWC SPECIFICATIONS. PROVIDE SOILS DATA TO VER/FY NATIVE MATERIAL MEETS THE REQUIREMENTS FOR ENGINEERED RLL PER |SPWC SPECIFICATIONS AND A COPY OF THE COMPACTIONS TESTS /�� RETAIN AND PROTECT. EXISTING UNDERGROUND (UTILITIES) POWER, POWER POLES, FIBER OPTIC CABLE, GAS, CABLE TV AND TELEPHONE. CONTRACTOR SHALL FIELD LOCATE ALL ' �m�� ` ' 8' ALL TREES MUST BE OFFSET MINIMUM OF TEN /10A FEET FROM ALL STORM DRAIN FACILITIES. `~^ DOU0ES AT THE BEGINNING OF PROJECT IN CASE OF REDESIGN. S' CONTRACTOR SHALL REPLACE/REPAIR SPRINKLER SYSTEM, LANDSCAPING ETC_ THAT IS DISTURBED WITH THE NEW CONSTRUCTION. TREES SHALL BE RE -LOCATED PER THE DEVELOPER. RETAIN AND PROTECT EXISTING TR[[S, LANDSCAPING, PRESSURE IRRIGATION, SPRINKLER SYSTEM AND FENCE, /|F APPLICABLE). IF DISTURBED REBUILD OR REPAIR TO ORIGINAL� CONDITION OR BETTER. STRUCTURAL FILL NOTE.- \m�� REMOVE 8t DISPOSE OF EXIST. CONCRETE DITCH, RECRADE/BACKRLL PER SHEET G|R-1' `.� � IN BUILDABLE LOTS THAT REQUIRE RLL OVER 1 -FOOT DEEP THE CONTRACTOR SHALL STRIP EXISTING GROUND (N5\ CONSTRUCT 3' WIDE SHOULDER ALONG VY �u�|LL�N ROAD. RETAIN AND PROTECT LE�P CANAL AND TOP OF BANK. SEE DETAILS ON SHEET DT -1 ��/ W. ' ' . AND BACKFILL WITH STRUCTURAL FILL TO A MINIMUM OF 95% OF M/0<|MUW DRY DENSITY AS DETERMINED BY ASTM D 1557 (MODIFIED PROCTOR) IN 1 -FOOT MAXIMUM LIFTS. COMPACTION TESTING AND INSPECTION SHALL INSTALL 5^ WIDE ASPHALT PATHWAY. 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 INSTALL ACHD SIGN "KEEP RIGHT OF ISLAND" ^-~ SIGN, R4-7` WITH 0M1-1 (18" Yellow Diamond), AT BOTH NORTH AND SOUTH ENDS OF ISLAND. COORDINATE �0�3LOCATIONS WITH TO ENGINEERING 3OUT'ON3 AS TESTS ARE PERFORMED' ACHD STAFF. SAW CUT EXISTING PAVEMENT, A MINIMUM OF 2 -FEET' TO MAKE A STRAIGHT EDGE FROM END OF CURB UP TO END OF CURB UP. REPAIR/REPLACE AND MATCH EXISTING PAVEMENT AS NEEDED TO ENSURE PROPER DRAINAGE. 1 10+47 EP 2 10+52 VC 2581.52 IVC2581.17 HIPCL 10+54.82 VC 2581.42 WC 2581.16 1 5% 2580.62 FIL 1 « -20 2580.89 4 11+20/ | 2581�5 NC ' | ' u, / ( 3 � |(^U| U / ||�' 11fD8.5O 2580.61 VC 2580.13 FIL 1O+9O.93 2579.88 VC 2579.40 FIL � 4-6-x-~�~�~SLEEVES 2581.52 IVC ��= 00 (JOINT TRENCH), W UcIVIZLO ROAD 1(+00SEE APPROVED WHITECLIFFEEp ' E64 Z o6 ><� 3:: Ll ' 10+33.42 EP2580.73 0° " EPIUE Uj � LD� Em4 LLJ V) ONO UL2581.11 Ep258161 fVC 1 10+47 EP 2 10+52 VC 2581.52 IVC2581.17 HIPCL 10+54.82 VC 2581.42 WC 2581.16 1 5% 2580.62 FIL 1 « -20 2580.89 4 11+20/ | 2581�5 NC ' | ' u, / ( 3 � |(^U| U / ||�' 11fD8.5O 2580.61 VC 2580.13 FIL 1O+9O.93 2579.88 VC 2579.40 FIL 1O+78.5O 2581.42 IVC 4 18 18 510V !.5% 2581.00 fVC ISLAND DATA SCALE: 1 " ` SIGN INSTALIATION S. 1. OUTSIDE SIGN INSTALLERS MUST BE BONDED WITH ACHD AND MUST OBTAIN A NO -CHARGE RIGHT-OF-WAY PERMIT. 2' CONTRACTOR SHALL COORDINATE ALL SIGN LOCATIONS WITH ACHD STAFF 1. 3[E APPROVED 80X CULVERT PLAN, PROFILE FOR DATA (SETTLERS IRRIGATION DISTRICT). 2' THE LEMP CANAL SHALL HAS AN EXISTING 50' EASEMENT, SEE FINAL PLAT. 3' NO TREES SHALL BE PLANTED WITHIN EASEMENT 10+54.82 VC 2581.16 10+70 2580.62 11f2O VC 2580.89 J 11+B&50 2580.61 VC 2580.1JFIL 11+84J9 2580.56 VC 2580.14FIL � 2581.52 IVC ��= 00 gOECLCLCLLL ' E64 Z o6 ><� 3:: ' 1O+78.5O 2581.42 IVC 4 18 18 510V !.5% 2581.00 fVC ISLAND DATA SCALE: 1 " ` SIGN INSTALIATION S. 1. OUTSIDE SIGN INSTALLERS MUST BE BONDED WITH ACHD AND MUST OBTAIN A NO -CHARGE RIGHT-OF-WAY PERMIT. 2' CONTRACTOR SHALL COORDINATE ALL SIGN LOCATIONS WITH ACHD STAFF 1. 3[E APPROVED 80X CULVERT PLAN, PROFILE FOR DATA (SETTLERS IRRIGATION DISTRICT). 2' THE LEMP CANAL SHALL HAS AN EXISTING 50' EASEMENT, SEE FINAL PLAT. 3' NO TREES SHALL BE PLANTED WITHIN EASEMENT 10+54.82 VC 2581.16 10+70 2580.62 11f2O VC 2580.89 J 11+B&50 2580.61 VC 2580.1JFIL 11+84J9 2580.56 VC 2580.14FIL f3 SCALE AS SHOWN DWG.DATE 19 PROJ. NO. 181101 ,lS SHEET 4 OF 23 ST- N n � ��= 00 gOECLCLCLLL ' E64 Z o6 ><� 3:: ' 0° " Lu Uj � LD� Em4 LLJ V) ONO S E L2tt0 F- 5. f3 SCALE AS SHOWN DWG.DATE 19 PROJ. NO. 181101 ,lS SHEET 4 OF 23 ST- N n � ��= C.� ' E64 Z o6 ><� 3:: ' 0° " Lu Uj � LD� Em4 f3 SCALE AS SHOWN DWG.DATE 19 PROJ. NO. 181101 ,lS SHEET 4 OF 23 ST- N n ' E64 Z o6 3:: ' Lj- Lu Em4 LLJ V) ONO f3 SCALE AS SHOWN DWG.DATE 19 PROJ. NO. 181101 ,lS SHEET 4 OF 23 ST- N n ._L. - - - - ....LJ ./ vi . v ---`•{}s OHP HP 10+52 VC • . d OHP I o 1.17 HP Cg �. - --- --..-- - ------------------------- --- -- - o� �C5-.. 1 N2 h OHP. ----` SEE SHEET ST -1 a ° . °- ° �- d �- �� >�� c8 10+52 VC ' C8 2581.17 HP _--EXISTINGo > . ° ° OHP - --s- - - - - - - � _ ° e C8 : o - .. ° _ - -..._-,_.__,_ -. ° ° - o 0 0 - � _ � - - - - _ - - --- ._ - ._.::- MATCH �O � C3 C3 _ _ Li - - _ N - - SIDEWALK - a _ C3 1 N4 J � j a a z. 10+ 4.82 VC t.5%10+54.82 SEE LANDSCAPE PLAN 5 f 1.5% vC - - - 2581.16 I FOR BERM DATA..... t1 0 2581.16 ----------- Q� - o. o -:::I N N a � `/ C5 C1 SEE LANDSCAPE PLAN (D o 10+70 / . 10+70 ��v v U 2580.62 FL J 2580.62 FL FOR BERM DATA V U ToQ0 l N .0 BLOCK 1 11 +20 VC .' C 1 1 1 2 11 +20 VC �s8�...... : a `� Q N N a¢ o Q 2580.89- BLOCK 2 _ a FUTURE PHA E 5 S ' 21 12 21 5 SW 2580.89 3 2 68' R W 2 3 4 5' 6 7 8 9 10 Qco ��0�;� 2579 3.5�ID .. - .0 10+02.30 DI 11+88.50 11+88.50 - - - - - - - - E L c o E � 2579.32 2580.61 VC 1 2580.61 VC I :3 o 579.05 F ( 2580.13 FL 1.5% 1.5�: �.. v m o o c o 2 L 2580.13 FL I w � 3 C•� T 10+00 10+09.79 10+90.93 �o 11+84.79 m o o aw m 2579.31 2579.35 2579.88 VC "' 2580.56 VC I BEGIN CONST. 2579.40 FL I + I p c 2580.14 FL 12+70.79 13+40.79 14+10.79 14+80.79 15+50.79 x I a y 10+79.79 15+79.71 N o a_ o� 2580.89 2581.17 2581.45 2581�_� - -.73 2582.01 I JO _ N c 62 �' 2579.63 S 12+00.79 GB 2582.13 16+09.98 Z . - . - s i FL=80.08 12 0o s 2580.61 -"' �' "� oho FL=80.04 "' 2582.28 i V� LL _ - o` o 14o -o E 'm �-- ��' :. -.. - •.-- 1 - 1<. _ �� .. I � O � to w e :0:4� f N O y a W. TI DA ST. to+00 - C2 TID,�tST - N G6 0 �f COMMON DRIVE I W � [r i7 0 12+25 _ .. N...... O V L� B1 G9 O + -' -' ^ O I d a� o y c o • C2 DA'. S . o L i� � . R C4 °� � � � �+ �.•- � L 16+31.27 � �' �% y 'o �s ".- _ ___ • 1 3 _ °1 S 1 - - °- S. - S uI (l ` o nom. o m A 2582.39 �� •�- fi B2 iOF- n 1 11 +03.79 s t ° - - - Q. 0 U N - - - - - - 2579.73 o�Q :11 +76.79 12+00.79 GB - - - - - - - - V v 14 ------ ti l. � � � o 0 N o�L��ov 4 a Uw aN 12+s .8s '2580.25 12+50.87= ` ``t3+20.87 13+90.87 14+60.87 '�' 15+30.87 15+79.71 \ o' ` 12 I 3 0 10+0 2579.46 FL 2580.61 a o ¢ o :•...2579.98 FL ;::`2580.81 2581.09 2581.37 2579.31 2581.65 258193 - N 14 W x 5 , CONC. F_ 12+61.54 2582.13 BEGIN CONST. tz+� .25 12+61.50 2582.61 - APRON FOR SDMH 2580.09 """" 16+73 82 I 10+02.30 DI ACCESS (6" CONC. 2579.82 FL 12 80 2580.09 I , - c xa I v E y = I w 2579.82 FL-' 16+7 .82 o ° '- 2579.32 - a s : over 4"-3/4" MINUS 12+69.91 0 12+65.89 16+73.82 t s 8o I = a 2579.05 FL CRUSHED GRAVEL) 2580.06 V N C d o c E o •c 12+78.25 ¢ 2580.07 2582.61 16+80.29 I H o 2 _ LO 12+78.25 2582.64 o I I Q L2 U 3 t t oo I 2580.02 mt 2580.02 2 3 ( C2 5 4 5 13+44.81 0 R/W 6 7 2i 2% t t 20 2579.75 BLOCK 3 I 13 15 d N 17+53.90 > j I Z5 N > C 5 S I 5 SW 2582.98 �: ¢ 17+55.29. _ _ a ° Co I Fes-• vai ca Z PA zo 2582.98 I r PHASE 13+65.28 FUTURE 2579.66 �� 2581 Q :_..::ER'.. �P, 174'506 t � I �10NAL E� 1 0 15 GtR 5 G' 3 ( >S�� 2580 :.+ - - - - - - - - -x I p�� Z5TER� L 2579 L m 17+68.90 HP N4 o 17+68.90 HP z 2583.05 SHELF -2- 2576 ----- --=575.9 - ---- 2583.05 ,�► `/ 14+28.81 I 2575 a 5 S 33' 5'SW I '��, 'gyp► h��R�,�W 12 oa 2579.40 2570 � � w 8 50' R W 14 � � I l•��N F�R��G 1 I I PATHWAY & PLAYGROUND / 1 I I _ PER LANDSCAPE PLANS AA 14__40E POND (HW=•7.8..9.).= - I AND DEVELOPER, SEE 18+38.90 18+34.29 C9 I I LANDSCAPE PLANS FOR 2582.77 2582.79 a I m o 4 l 14+54.78 2579.30 14+5 .�e s :_ I I EXACT LOCATION OF PATH. s - I w N 1 -:..:..' 18 40 oow�o Z!d4 14+54.78 E 2570 W w Y; <:.: I o w o o 0 2579.03 FL I m N 1 w o w m ? 0 3 = w �..-------------....__2575---'SHELF=2575.9L I---------- Z4�oz M ` 2576 I 2578 2579 15 • .. v xa Z a w C2 I 9 o�c� 15+07.83 2580 �- I m ��aW 2579.08 �e ZSBj. N o w o tz 80 � .......... cz 2581 I o zzZ�w EP EP �� 19+09.29 w 15 20 EP EP 19+13.90 1 I 2582.49 w o Z m m 3 %l a 1 e e 2582.47 z o 15+35.86 15+35.86 a = w o 0 2578.97 15+3 .86 2578.97 BLOCK 3 EP 19 20 / h� ...............:::............ 5 a L PA o I w I I J0 \ c o z N • ::...EP f - Y s - o LJ co EP N ! 15+87.37 T I I ° z% 2% �� M o t3+sa I 2578.75 Q q° 1 I t I �' 2 �°° 04 19+88.90 19+84.29 x Q; x 15+90 LP _15+90 -LI? - - - - - - 2582.17 2582.19 O� O 2578.74 1s ao 2578.74 e I v~i ¢ o 2578.47 FL 2578.47 FL • L 4 O_ rn I I I I w I I I I I 1 R+1 I RR PATHWAY &PLAYGROUND 20100 f N o z �i � < co SEE SHEET ST -3 SEE SHEET ST -3 Ca 4 X E co 40 20 0 40 80 120 z m o 0 m O s STREET NOTES. SIGN INSTALLATION NOTES. STREET KEYNOTE LIST _STREET KEYNOTE (cont. SCALE IN FEET ITEM DESCRIPTION ITEM DESCRIPTION 1. MINIMUM 2' ASPHALT CUT LINE. ALL ASPHALT REPAIR SHALL MEET ISPWC STANDARD DRAWINGS, SD -301, SD -303 1. OUTSIDE SIGN INSTALLERS MUST BE BONDED AND SD -806. CONSTRUCT ALL PAVEMENT MATCHES (INCLUDING DRIVEWAY APPROACHES AND UTILITY CUT STREET WITH ACHD AND MUST OBTAIN A NO -CHARGE O INSTALL 12 WIDE ASPHALT ACCESS FOR PUMP STATION MAINTENANCE, PER ACHD SUPPLEMENT TO �L INSTALL STREET LIGHT, TYPE 11, PER MERIDIAN STREET LIGHT PLAN, SEE SHEET LGT-1. REPAIRS) WITHIN ACRD RIGHT-OF-WAY TO MATCH THE EXISTING STREET PAVEMENT SECTION OR TO USE THE RIGHT-OF-WAY PERMIT. ISPWC SD -7106. PIQ " 2. CONTRACTOR SHALL COORDINATE ALL SIGN L1 INSTALL STREET LIGHT, TYPE I, PER MERIDIAN STREET LIGHT PLAN, SEE SHEET LGT-1. VW4 FOLLOWING: PRINCIPAL ARTERIAL ROADWAYS SHALL BE SP -3, 0.50 �) MIX, PG 64-28 FIVE INCHES (5'� THICK, LOCATIONS WITH ACRD STAFF. INSTALL TYPE II{ BARRICADE PER ACRD SUPPLEMENT T4 ISPWC SD -11326 AND INSTALL A SIGN AS A MINIMUM WITH 4" OF Y4" BASE AND 25" OF 6" MINUS PIT RUN. MINOR ARTERIAL ROADWAYS SHALL BE • SP -3, 0.50 INCH �"} MIX, PG 64-28 FIVE INCHES (5' THICK, AS A MINIMUM WITH 4" OF -y4" BASE AND 25" OF 61 STATING THAT "THIS ROAD WILL BE EXTENDED IN THE FUTURE". COORDINATE SIGNAGE WITH ACHD REMOVE AND DISPOSE OF EXISTING BARRICADE. BARRICADE CAN BE RE -USED IF IT STAFF. N1 MEETS ALL CURRENT STANDARDS. BEGIN SIDEWALK CONSTRUCTION. MATCH EXISTING E,, O g 6" MINUS PIT RUN. COLLECTOR, LOCAL COMMERCIAL, AND LOCAL INDUSTRIAL ROADWAYS SHALL BE SP -3, 0.50 ELEVATION UNLESS OTHERWISE SHOWN. z am INCH �") MIX, PG 64-28 THREE INCHES (3� THICK, AS A MINIMUM WITH 4" OF �" BASE AND 20" OF 6" MINUS INSTALL TYPE II BARRICADE AT THE END OF SIDEWALK PER ACHD SUPPLEMENT TO ISPWC SD -1132A, � _ z PIT RUN. LOCAL RESIDENTIAL ROADWAYS SHALL BE SP -3, 0.50 (NCH �'� MIX, PG 58-28 TWO AND A HALF O REMOVE AND DISPOSE OF EXISTING BARRICADE AND APPROXIMATELY 50 LF OF WOOD INCHES (2.5") THICK, AS A MINIMUM WITH 4" OF -" BASE AND 14" OF 6" MINUS PIT RUN. B2 PER MUTCD PROVISIONS SECTION 60.02. THE BARRICADES SHALL INCLUDE A KICK PLATE AT THE FENCE. BARRICADE CAN BE RE -USED IF IT MEETS ALL CURRENT STANDARDS. BEGIN Z Q 2. CONTRACTOR SHALL RETAIN AND PROTECT ALL EXISTING UTILITIES, EVEN IF NOT SHOWN. COORDINATE ALL BASE OF THE SIGN TO PROVIDE CANE DETECTION. a WORK WITH UTILITY COMPANIES INCLUDING BUT NOT LIMITED TO IDAHO POWER CO„ INTERMOUNTAIN �1 PAVEMENT AND/OR SIDEWALK CONSTRUCTION. MATCH EXISTING ELEVATION UNLESS 0 GAS CO., CABLE ONE AND CENTURY LINK TELEPHONE. C1 CONSTRUCT 6" CONCRETE VERTICAL CURB, GUTTER AND ATTACHED SIDEWALK, PER ACHD OTHERWISE SHOWN. COORDINATE ALL WORK WITH CEDAR SPRINGS HOA AND/OR �-- !�1 3. THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND EXISTING STRUCTURAL FILL NOTE: SUPPLEMENT TO ISPWC SD -701 & SD -709. PROPERTY OWNER. 0 � � � W DRAWINGS. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE IN BUILDABLE LOTS THAT REQUIRE FILL OVER 1 -FOOT D ~ W COMMENCING WORK. THE CONTRACTOR ASSUMES ALL RESPONSIBILITY FOR ANY AND ALL DAMAGES CAUSED O CONSTRUCT 3" CONCRETE ROLLED CURB GUTTER AND ATTACHED SIDEWALK PER ACHD SUPPLEMENT RETAIN AND PROTECT EXISTING UNDERGROUND (UTILITIES) POWER POWER POLES FIBER H Ir DEEP THE CONTRACTOR SHALL STRIP EXISTING GROUND CZ H z I _ BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. CONTRACTOR AND BACKFILL WITH STRUCTURAL FILL TO A MINIMUM TO ISPWC SD -702 & SD -709. N2 OPTIC CABLE, GAS, CABLE N AND TELEPHONE. CONTRACTOR SHALL FIELD LOCATE ALL SHALL CALL DIG LINE AT 1-800-342-1585 PRIOR TO ANY EXCAVATION. UTILITIES AT THE BEGINNING OF PROJECT IN CASE OF REDESIGN. OF 95% OF MAXIMUM DRY DENSITY AS DETERMINED BY „ U) � F- 4. PEDESTRIAN RAMPS: CONSTRUCT RAMPS PER ACHD SUPPLEMENT TO ISPWC SD -712H WITH TRUNCATED CONSTRUCT CONCRETE SIDEWALK SEPARATED 5 WIDE x 5 THICK (SEE PLAN) PER ACHD Q v ASTM D 1557 (MODIFIED PROCTOR) IN 1 -FOOT C3 � Z DOMES SIMILAR TO ISPWC SD -712. DOMES SHALL BE RIGID INSERTS WET -SET INTO THE CONCRETE SUPPLEMENT TO ISPWC SD -709. SEE SHEET DT -1. RETAIN AND PROTECT EXISTING TREES, LANDSCAPING, PRESSURE IRRIGATION, SPRINKLER M MAXIMUM LIFTS. COMPACTION TESTING AND INSPECTION � 0 h�+y (CONCRETE STAMP & ADHESIVE MATS NOT ALLOWED) AND SHALL BE COLORED TRAFFIC YELLOW. PEDESTRIAN SHALL BE PERFORMED BY A TESTING LABORATORY N3 SYSTEM AND FENCE, (IF APPLICABLE). IF DISTURBED REBUILD OR REPAIR TO ORIGINAL E.j RAMPS MUST MEET THE LATEST ADA AND ICC/ANSI A-117.1 REQUIREMENTS. ACHD INSPECTION STAFF QUALIFIED TO PERFORM SUCH INSPECTIONS. C4 CONSTRUCT 4' WIDE VALLEY GUTTER PER ACHD SUPPLEMENTAL TO ISPWC SD -708. CONDITION OR BETTER. LO WILL BE MORE CLOSELY MONITORING PEDESTRIAN FACILITIES FOR COMPLIANCE WITH ADA STANDARDS. O COMPACTION TEST RESULTS MUST BE SUBMITTED TO THE CROSS SLOPE OF ALL PEDESTRIAN HANDICAP RAMPS SHALL NOT BE GREATER THAN 1.5% SLOPE. AS A THE BUILDING DEPARTMENT PRIOR TO ISSUANCE OF C5 CONSTRUCT CONCRETE VERTICAL (ISLAND) CURB, NO GUTTER. SEE DETAIL, SHEET DT -1. N4 REMOVE & DISPOSE OF EXIST. CONCRETE DITCH, REGRADE/BACKFILL PER SHEET GIR-1. Cel REMINDER, SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%; THERE ARE NO "TOLERANCES BUILDING PERMITS, AND TO ENGINEERING SOLUTIONS © 0 ALLOWED. AS TESTS ARE PERFORMED. INSTALL CURB TRANSITION VERTICAL CURB AND GUTTER TO ROLLED CURB AND GUTTER SEE DETAIL CONSTRUCT 3' WIDE SHOULDER ALONG W. McMILLAN ROAD. RETAIN AND PROTECT LL 5, SEE SHEET SD -1 FOR STORM DRAIN DATA AND ELEVATIONS. C6 SHEET DT -1. N5 LEMP CANAL AND TOP OF BANK. SEE DETAILS ON SHEET DT -1. 6. CONTRACTOR SHALL REPLACE/REPAIR SPRINKLER SYSTEM, LANDSCAPING ETC., THAT IS DISTURBED Q WITH THE NEW CONSTRUCTION. TREES SHALL BE RE -LOCATED PER THE DEVELOPER. j SCALE 1 "=40' 7. ABANDONED BUILDINGS, TEST PITS OR WATERWAYS LOCATED WITHIN CURRENT OR FUTURE C7 INSTALL CURB TERMINUS, PER ISPWC SD -707. PA INSTALL 5 WIDE ASPHALT PATHWAY. -� HORIZ RIGHT-OF-WAY SHALL BE RE -EXCAVATED TO NATIVE SOIL AND BACKFILLED WITH STRUCTURAL FILL O DWG.DATE 03/05/19 PER ISPWC SPECIFICATIONS. PROVIDE SOILS DATA TO VERIFY NATIVE MATERIAL MEETS THE CONSTRUCT 17' WIDE (SEE PLAN VIEW) CONCRETE DRIVEWAY APPROACH/PEDESTRIAN RAMP INSTALL ACHD SIGN "KEEP RIGHT OF ISLAND" SIGN, R4-7, WITH OM1 -1 (18" Yellow 0 REQUIREMENTS FOR ENGINEERED FILL PER ISPWC SPECIFICATIONS AND A COPY OF THE C8 (CONCRETE TO BE 6" THICK), AND AN ASPHALT APRON (12'x 30') PER ACHD SUPPLEMENT TO Diamond), AT BOTH NORTH AND SOUTH ENDS OF ISLAND. COORDINATE EXACT � PROD. NO. 181101 rls COMPACTIONS TESTS. ISPWC SD -710C. SEE STREET NOTE NO. 4, THIS SHEET. LOCATIONS WITH ACHD STAFF. 0 a, 8. ALL TREES MUST BE OFFSET A MINIMUM OF TEN (10) FEET FROM ALL STORM DRAIN FACILITIES. CL SHEET 5 OF 23 9. CONTRACTOR SHALL REPLACE/REPAIR SPRINKLER SYSTEM, LANDSCAPING ETC., THAT IS DISTURBED CONSTRUCT 12' WIDE (SEE PLAN VIEW) CONCRETE DRIVEWAY APPROACH WITH ATTACHED SIDEWALK SAW CUT EXISTING PAVEMENT A MINIMUM OF 2 -FEET TO MAKE A STRAIGHT EDGE m WITH THE NEW CONSTRUCTION. TREES SHALL BE RE -LOCATED PER THE DEVELOPER. C9 " Q (CONCRETE TO BE 6 THICK), PER ACHD SUPPLEMENT TO ISPWC SD -710C. SC FROM END OF CURB LIP TO END OF CURB LIP. REPAIR/REPLACE AND MATCH EXISTING PAVEMENT AS NEEDED TO ENSURE PROPER DRAINAGE. F- ST -2 G10 TRAFFIC CALMING BIORETENTION CURB EXTENSION (34' TOP BACK OF CURB LENGTH): PER 2017 0 0 Q ACHD STORMWATER DESIGN GUIDELINES, STD. DWG #BMP 32. LL Z a /SHEETS/181101-ST.DWG SEE SHEET ST -2 15+35.86 15+35 { 2578.972578.E 15+3 .86 Q :::::': { I 5:.::::::: z L o _ c~n • 15+87.37 P 13+60 { 2578.75 1 l m I --� { 15+90 LP1' 2578.74 ,a 1s oo I z 2578.47 FL 2; Q� �� i .... ,I 313' 6I5'SW 2 w 5 SW a Q ( 16+62.61 50 R W z 2579 2% 2%14+40 { .06 a j 6 I is+s .19 25 { 16+68.79 16 so 1 2579.09 s i 7 17+37.54 2579.39 C2 \ { 15 20 { FUTURE PHASE { I { 17+74.25 I 2579.55 6� :.- 2579.28 FL { 19+95.40 2579.70 2579.43 FL ,Q20'L \ 19+80 HP 2580.00 0 END CON _ ST. { I I B2 �� o 16+00 �`j� �;° , C2 ohm . WILL ........I................ ....... 14'WIDE GRAVEL ACCESS ROAD (FOR W O SANITARY SEWER) 10" CRUSHED J" ROAD BASE OVER COMPACTED WLL SUBGRADE, SEE SHEET S-1 WFUTURE PHASE W STREET NOTES.- 1. OTES: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 U11UTY 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 (V2") MIX, PG 64-28 FIVE INCHES (5' THICK, AS A MINIMUM WITH 4" OF Y4" BASE AND 25" OF 6' MINUS PIT RUN. MINOR ARTERIAL ROADWAYS SHALL BE SP -3, 0.50 INCH (Y2) MIX, PG 64-28 FIVE INCHES (5' THICK, AS A MINIMUM WITH 4" OF Y" BASE AND 25" OF 6" MINUS PIT RUN. COLLECTOR, LOCAL COMMERCIAL, AND LOCAL INDUSTRIAL ROADWAYS SHALL BE SP -3, 0.50 INCH (142") MIX, PG 64-28 THREE INCHES (3") THICK, AS A MINIMUM WITH 4" OF 3/" BASE AND 20" OF 6" MINUS PIT RUN. LOCAL RESIDENTIAL ROADWAYS SHALL BE SP -3, 0.50 INCH (y� MIX, PG 58-28 TWO AND A HALF INCHES (2.5"} THICK, AS A MINIMUM WITH 4" OF )/4" 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 UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND EXISTING DRAWINGS. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR ASSUMES ALL RESPONSIBILITY FOR ANY AND ALL DAMAGES CAUSED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. CONTRACTOR SHALL CALL DIG LINE AT 1-800-342-1585 PRIOR TO ANY EXCAVATION. 4. PEDESTRIAN RAMPS: CONSTRUCT RAMPS PER ACHD SUPPLEMENT TO ISPWC SD -712H WITH TRUNCATED DOMES SIMILAR TO ISPWC SD -712. DOMES SHALL BE RIGID INSERTS WET -SET INTO THE CONCRETE (CONCRETE STAMP & ADHESIVE MATS NOT ALLOWED) AND SHALL BE COLORED 'TRAFFIC YELLOW.' PEDESTRIAN RAMPS MUST MEET THE LATEST ADA AND ICC/ANSI A-117.1 REQUIREMENTS. 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. 5. SEE SHEET SD -1 FOR STORM DRAIN DATA AND ELEVATIONS. 6. CONTRACTOR SHALL REPLACE/REPAIR SPRINKLER SYSTEM, LANDSCAPING ETC., THAT IS DISTURBED WITH THE NEW CONSTRUCTION. TREES SHALL BE RE -LOCATED PER THE DEVELOPER. 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 COMPACTIONS TESTS. 8. ALL TREES MUST BE OFFSET A MINIMUM OF TEN (10) FEET FROM ALL STORM DRAIN FACILITIES. 9. CONTRACTOR SHALL REPLACE/REPAIR SPRINKLER SYSTEM, LANDSCAPING ETC., THAT IS DISTURBED WITH THE NEW CONSTRUCTION. TREES SHALL BE RE -LOCATED PER THE DEVELOPER. SIGN INSTALLATION NOTES: 1. OUTSIDE SIGN INSTALLERS MUST BE BONDED WITH ACHD AND MUST OBTAIN A NO -CHARGE RIGHT-OF-WAY PERMIT. 2. CONTRACTOR SHALL COORDINATE ALL SIGN LOCATIONS WITH ACHD STAFF. STRUCTURAL FILL NOTE: IN BUILDABLE LOTS THAT REQUIRE FILL OVER 1 -FOOT DEEP THE CONTRACTOR SHALL STRIP EXISTING GROUND AND BACKFILL WITH STRUCTURAL FILL TO A MINIMUM OF 95% OF MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D 1557 (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. LDo'-- b I off.. L C U E. EP EP j 19+09.29 N N »� I c v a EP Ep 19+13.90 2582.49 O ,0 _ . n o e e/ 2582.47 ( ,_, Q-> Q 2 i i > U- 19 20 I µ o aTa,w A h/ (D� E A! Qc: ° 1 ♦V /11 OF - W I V � � �_r- �" 10 o s 16 - \� Q N N a O o¢ o { 2% 2% 0.\� ccc 5 _a x M1 1 L .ice N W [Q < 'O : .5 f N f N N x 19+88.90 19+84.29 X V,` 2582.17 2582.19 C C' o Ncu 0 0 EpI o E n� o L N4 �.oaoN= o • C 3 N O Q 20 �0 w m K V O .s-. O - W d] c :. v c N� v v� l O LL a Z v _�� N o 11 17 c� C2 = O 0 0 _ o Via � 3a �� { 1.0 2.181.. V 11 U E o ;3 :-'PATHWAY &PLAYGROUND I L� � o . pUa��y PER LANDSCAPE PLANS 20+63.90 "> .. W W � = •....AND•'DE1(ELOPER, SEE 2581.87 I o L o o w q LANDSCAK"PLANS FOR 3 0= o L N a EXACT LOCATION OF PATH. C1 ° 20+59.29 U) o o o 2581.89 Fo•......... 1 .. I I l e 20+80 O o c v a LLLL o ` . a� Fp i .•i � a v •o� o EP EP l l EP EP 50' 18 a=i v a ,ry R/W aZ12 12 S'SW N c c U l W \( N y L U \ O' rrlll` 21+33.90 { > I 21+34.29 o o r--_\\ N d Oo \ v3V s o c c v+g l 2581.59 a 2581.59 N4 0' Z BLOCK 3 Z o �o - - - o I �.� U Q�� •d N O TJ O (n N 1 15 22+08.36 W \ N '? N -'�� o �i y m v v_ 14 11 2581.29 11 21+60 v t Q �:. r - 13 2581.02 FL m o 4 a l V 22+33.47 s 22+08.36 S = 3 PA 2581.31 I z 2581.29 19 0 ° �woo��a�' E 4 F 2% I 2581.02 FL 24-1-09.14 N U 3 ° 2581.0 Lto=��o z 2581.72 o �- 23+06.47 21 +34.15 22+20 HP _ 2581.30 MATC © EXIST. 2581.10 2581.47 �: ` i 2581.03 FL N3 S�QIIAL E� i °: 22+08.20 l " 015TE'$ 20+19.85 20+69.06 21+06.32 23+20 GB � 23+60 , - 0..f 5 G' 2580.98 L _J 2581.42 1 2581.36 ;� 2581.52' e N2 ,�..................�g�..........--� �� 2580.61 2580.82 L FL=8094 - - -C.��6� 1 ° _ C 1� it? • R. _ _� 0.5% 0.45% : 4- - `_► --- --- ------ 63 W BIRD WING D Nt o 0 22 40 FL=80.94 0 �} C2 1 \ Vol o 22+4 .8s H - w f BIRD N -- M ¢ - O > G N ScNM. a3. �a Nc Y-1 N N W. BIRD WING DR. �4 o W/N6 OR. O _ o Ci C, CN '------ CD N 22+08.20 �Q, L 23+20 GB N 2 ��- - o - m o X ,.-- . 2581.40 ,�, 23+60 = N s 2581.42 22+33.47 2581.5621+24.52 . N3 c o z Q o 2581.06 22+20 HP 2581.21 v 2581.21 z w 8, " 21+21.26 2581.47 2580.94 FL ``) m >- 2580.94 FL W 2408.23 -wmz 2581.05 �z o 03= +81.64 20+69.06 22+81.36 LP C2 M o 22+81.36 LP 2581.75 > w 2580.45 20+49.67 2581.00 ! 2581.00 MATCH EX/ST N z z 2580.82 I z Q Q 9> w 2580.74 2580.73 FL 23 20 v a ( 2580.73 FL 1 5'SW •5'SW J z o N 50' R/W BLO K 6 w o 0 23+56.17 2% 2581.30~pzmm =wzo J 4 3 2 23+59.86, I �23+59.86 ' 0 0 2581.31 2581.31 l END CONST. } j ��--•-..�..� - END CONST. 1 BLOCK 5 = �� r- N { PHASE Q FUTURE o r00 cq W X �p� C.) 2% 1 2� 0 0 _o 40 80 120 5'SW 33' S'SW Cz`'�� o o 00 50' R/W w o SCALE IN FEET 0. VIMN 0 - STREET KEYNOTE LIST STREET KEYNOTE (.cont. ITEM DESCRIPTION ITEM DESCRIPTION OINSTALL 12' WIDE ASPHALT ACCESS FOR PUMP STATION MAINTENANCE, PER ACHD SUPPLEMENT OL INSTALL STREET LIGHT, TYPE II, PER MERIDIAN STREET LIGHT PLAN, SEE SHEET LOT -1. TO ISPWC SD -7106. L1 INSTALL STREET LIGHT, TYPE I, PER MERIDIAN STREET LIGHT PLAN, SEE SHEET LGT-1. H INSTALL TYPE III BARRICADE PER ACHD SUPPLEMENT TO ISPWC SD -1132B AND INSTALL A SIGN ij 61 STATING THAT "THIS ROAD WILL BE EXTENDED IN THE FUTURE". COORDINATE SIGNAGE WITH ACHD REMOVE AND DISPOSE OF EXISTING BARRICADE. BARRICADE CAN BE RE -USED IF IT �y STAFF. N1 MEETS ALL CURRENT STANDARDS. BEGIN SIDEWALK CONSTRUCTION. MATCH EXISTING E-+ Q ELEVATION UNLESS OTHERWISE SHOWN. m INSTALL TYPE 11 BARRICADE AT THE END OF SIDEWALK PER ACHD SUPPLEMENT TO ISPWC z 62 SD -1132A, PER MUTCD PROVISIONS SECTION 60.02. THE BARRICADES SHALL INCLUDE A KICK REMOVE AND DISPOSE OF EXISTING BARRICADE AND APPROXIMATELY 50 LF OF WOOD z W 3- PLATE AT THE BASE OF THE SIGN TO PROVIDE CANE DETECTION. FENCE. BARRICADE CAN BE RE -USED IF IT MEETS ALL CURRENT STANDARDS. BEGIN 0 z 11 PAVEMENT AND/OR SIDEWALK CONSTRUCTION. MATCH EXISTING ELEVATION UNLESS W O - �- OC1 CONSTRUCT 6" CONCRETE VERTICAL CURB, GUTTER AND ATTACHED SIDEWALK, PER ACHD OTHERWISE SHOWN. COORDINATE ALL WORK WITH CEDAR SPRINGS HOA AND/OR SUPPLEMENT TO ISPWC SD -701 & SD -709. PROPERTY OWNER. V �■1 w LIJ CONSTRUCT 3" CONCRETE ROLLED CURB, GUTTER AND ATTACHED SIDEWALK PER ACHD RETAIN AND PROTECT, EXISTING UNDERGROUND (UTILITIES) POWER, POWER POLES, FIBER �I`0 Fy � rr c2 � � SUPPLEMENT TO ISPWC SD -702 & SD -709. N2 OPTIC CABLE, GAS, CABLE TV AND TELEPHONE. CONTRACTOR SHALL FIELD LOCATE ALL !-- M..� M oz UTILITIES AT THE BEGINNING OF PROJECT IN CASE OF REDESIGN. (f� U C3 CONSTRUCT CONCRETE SIDEWALK, SEPARATED, 5' WIDE x 5" THICK (SEE PLAN), PER ACHD M z v SUPPLEMENT TO ISPWC SD -709. SEE SHEET DT -1. RETAIN AND PROTECT EXISTING TREES, LANDSCAPING, PRESSURE IRRIGATION, SPRINKLER r.. 0 W �' N3 SYSTEM AND FENCE, (IF APPLICABLE). IF DISTURBED REBUILD OR REPAIR TO ORIGINAL &4 C4 CONSTRUCT 4' WIDE VALLEY GUTTER PER ACHD SUPPLEMENTAL TO ISPWC SD -708. CONDITION OR BETTER. 0 U Iii h�■� (ISLAND) N4 REMOVE & DISPOSE OF EXIST. CONCRETE DITCH, REGRADE BACKFILL PER SHEET GIR-1. M C5 CONSTRUCT CONCRETE VERTICAL ISLAND CURB, NO GUTTER. SEE DETAIL, SHEET DT -1. / O 0 � C6 INSTALL CURB TRANSITION, VERTICAL CURB AND GUTTER TO ROLLED CURB AND GUTTER, SEE N5 CONSTRUCT 3 WIDE SHOULDER ALONG W. McMILLAN ROAD. RETAIN AND PROTECT LL O DETAIL, SHEET DT -1. O LEMP CANAL AND TOP OF BANK. SEE DETAILS ON SHEET DT -1. 0 C7 INSTALL CURB TERMINUS, PER ISPWC SD -707. PA INSTALL 5' WIDE ASPHALT PATHWAY. z j SCALE 1 HOR40IZ CONSTRUCT 17' WIDE (SEE PLAN VIEW) CONCRETE DRIVEWAY APPROACH/PEDESTRIAN RAMP INSTALL ACHD SIGN "KEEP RIGHT OF ISLAND" SIGN, R4-7, WITH OM1 -1 (18" Yellow 0 0 DWG.DATE 03/05/19 C8 (CONCRETE TO BE 6" THICK), AND AN ASPHALT APRON (12'x 30') PER ACHD SUPPLEMENT TO O Diamond), AT BOTH NORTH AND SOUTH ENDS OF ISLAND. COORDINATE EXACT PROJ. NO. 181 101 rls ISPWC SD -710C. SEE STREET NOTE NO. 4, THIS SHEET. LOCATIONS WITH ACHD STAFF. O CL CONSTRUCT 12' WIDE (SEE PLAN VIEW) CONCRETE DRIVEWAY APPROACH WITH ATTACHED SIDEWALK SAW CUT EXISTING PAVEMENT, A MINIMUM OF 2 -FEET, TO MAKE A STRAIGHT EDGE m Q SHEET 6 OF 23 C9 (CONCRETE TO BE 6 THICK), PER ACHD SUPPLEMENT TO ISPWC SD -710C. SC FROM END OF CURB LIP TO END OF CURB LIP. REPAIR/REPLACE AND MATCH EXISTING PAVEMENT AS NEEDED TO ENSURE PROPER DRAINAGE. 0ST-3 TRAFFIC CALMING BIORETENTION CURB EXTENSION (34' TOP BACK OF CURB LENGTH): PER 2017 0 Q C10 ACHD STORMWATER DESIGN GUIDELINES, STD. DWG #BMP 32. u- z 0 SHEETS 181101-ST.DWG / / 259 W. 258 258 257 257 W 0 ?592 &M >_584 ?576 ?572 9+60 10+00 10+40 10+80 11+20 11+60 12+00 12+40 12+80 13+20 13+60 14+00 14+40 14+80 15+20 15+60 16+00 16+40 16+80 17+20 17+60 18+00 18+40 18+80 19+60 I 259 258 258 258 257 257 256 !U 9 b 10- 4U 17 Z0 1 z UO 1 du 1.5 --bo 14 40 15-20 16-00 16--80 17-60 18--40 19--t z zz z <n ¢ z 6 A U ..�;oE z O V O K O 1�� : 2 T • V .IL... 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GROUND AT O m J W Z FlNI g N Q W FINIS ED GRADE AT 3 APPROX. £XIS GROUND AT r - 11 U,3 (.43% -0.4Xf 1 N .957, Y-- 2- A g5%W -0.41% 0. 43% -_ --------t I - - - - - 1 N .�� ! 1------ --.--------- --- —_.._..----- --- _ — — _' ` -" ----- p 00 N N N p co Cho_ — Cn p + N 1 N 00 O cco o q 1^ N N 00 CJ c 00 0o n o ^ U .N- N In co 10 00 N o Ij L �j N d CO ([i �} �' I U N U N A N I L_ .1 Mi [] i� coW 07 J N BUC <STON E AVENUE + U O W. BIRD WING RIVE u- �,c� �,c� �,c�c- X LL-cL c- 22 22 22 LL.c� 22 22 22 co I 1 I I i I I t I Q [Yl I I I I I Mrn0f`0 I 00 I Lf) I C14 N I - rn- NI N 1 7 � N � U f\ O U-) N O I � M toI M OI s (0 00 OI Lc) oI 0) W 2 C.M E+.7 rn WBID M n co M n Os Oi Oi O \I Oi 00 N. BUCKSTONE- O 00 AVENUE O 00 O °� 00 O 00 - _ 00 NI 0-0 1 OO 1 1 1O `O N N I N N Wl . G DRIVE `o N N `� N N C4 Nan N 2i to N N to N IN N O ca 2 O 2 O 2 O 2 O 2 O 2 O 2 O 2 O O C4 O C7 O O �WI t ,E N I { f 1 I 1 I I I ! W I N i t t Wp I CW7 Ci7 ? 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NO. 181101 rls D �- -"�— SHEET 7 OF 23 C13 Q LL oz o T-4 /SHEETS/1 81101 -ST.DWG 0 o<=g ZW��z z zz z <n ¢ z 6 A z a o } z z O V O K O U Z N O F J C V Z O Z O O Z O D Z Z Z Z 0- 1i-1 (/7 3ww�ir W ozmc°�' Of �wozz� a O CID r O O Ld M f N (f) M 00 0 cr Q �0004 LLA W �O`` X00 o -o V QZI ca © oo� Z C) W z N WO a r W p H o HoZ. °°_ W W Z � � u� m O W C) r r Ld ~ ~�' WQ aLLI LuZ H o � o c/) �A rn z W n� r Lo C:) �� z c)0 LL- uJ SCALE 1 ' HOR�O� VERT �' 0 0 DWG.DATE 03/05/19 c� PROJ. NO. 181101 rls D �- -"�— SHEET 7 OF 23 C13 Q LL oz o T-4 /SHEETS/1 81101 -ST.DWG -11 t C N p C N L I... a c v E 2 O 0 > m C N O p O+ LL r 04 `. > 2 �' t L p pmw. p U v iN > C p > > p Q O N N O 0 d V V 0 CLO U w 4 /+��i j O V V O C WD W U In M V `? _ L ... .S_ CD 9+20 9+60 104-40 11 20 12+00 12--80 13 60 14-40 15--20 16--00 16+80 17+60 18 40 19+20 20-700 20 80 O y> p 'o+— in C s _ W 259 2592 q 0 0 E Ef2 0 �-- LL CL o 4 W W m� 0 `oma aw m (' m O N O Z 'C7 C a_T -8'O .0 r N 04 O co 00 O / p at, 258 W I� K3 O 2588 W� v" otgNo C T V V ¢ cb � � N + " II r V O N A r O ZN ul 00 rM O O O O 00 � r II It W 1�- ¢ LL E*. U�a'pcy W O oo M 0i ^ H� + Y± O O CA N + i + `�' FINISHED GRADE AT W N �' N W U a o ui q av W\\ :�) " � " Q. + t j r r r N a J °� / 1.1.. w q a`' o c" p 258 N fr- 11 ma � it c~n w 2584 1 � ° — 1; m i w 0 Z f W cn 0.51% 0. % Nl'-^- LJ.. v, °' °' LL 'S GRADE TO 0.40% 0.40% 0.40% a O O N a. 0 p a - U C y R/T MATCH ----- w=�-T�= EXISTING �% _20 1�5% ,_ ---- -- -- _ — _ _-- — --- ------ —_ — ---- ------- tr-b � 258 —_— t �� — , —_ + N 2580 �_ o N o —_` APPRO,t EXIST. cc CL cl- y N GROUND AT oaOE _ :2 � 2 .� 2576 -' O U O V wO t Cpp p p n. CF- V'O m p v C p C vj Q1 •� O O V2572— 2572 0 U7'p d O I—V) vow Z TIDASTREET N. BRYCE ANY N AVEN U E E��f . ��51s 256V 568 U2 2 22 22 22 lOiI 2I UI CI 2� 2 2 2I 2�2 2 2I 2� 2I�I 200I 2 6 L Cv i vW oI°O I CAD oCO A 1 Ii' 00 �t CA I�M 12I dINco 00 VC4 00 0 , I pI N 3�5 p+ '� � S ao �LOi_ rn �2 rn �2 mai �U2 Oi � mo o Zv �2� �2 �o eI o � o eI �o ��2 co o �2 o� � N Ntr) Nto L0 N NLO N N NL0 L0 N N N N N NLO N L0 V) N N N N N N Lr) 0N N N " N N N N N N 04 N 04 N N N N CV N N N N C 4 N 04 N N N N N N fr x S� 9+20 9+60 10+00 10+40 10+80 11+20 11+60 12+00 12+40 12+80 13+20 13+60 14+00 14+40 14+80 15+20 15+60 16+00 16+40 16+80 17+20 17+60 18+00 18+40 18+80 19+20 19+60 20+00 20+40 20+80 moo=� 1- zw�2 O O W 3 0 O Z o O H } W Z p J W Z Uj Z Z Q O O � V5 n ID Z m U 18+40 19--20 20--00 20--80 21--60 22--40 23--20 24 00 16--80 17--60 18+40 19-,1-20 20--00 20--80 J U Z ��a 259 2592 259 2592 Cl ' 3 � WOW � pzmm� =wzo r- Z a, W z c o 258 w `D r 58 2 8 258 2 588 U O. r Z 00 r W •- N LO 00 Q + �- r= W 00 t= M N rn W 0 N [r II °° r N N 00 N II N N NQ ¢ JZ M r 00 �'• ap 0000 _ 00 O I� N 01 - d d: CA O N 0; ^ O u'MO .N 00c� FINISHED RADE AT w w w a + N N N c6 CO a °+' o+ N W L O 258 GRADE TO MATCH 2584 258 N AP ROX. GRAVEL OAD a I N r W Q w N w ¢ Its w Ual 2584 x Q n 0.40% It -0.42% 0• % EXISTING SEE PLAN EW N W & FUTURE FINIS ED GRADE AT CL �� V z o --___ ---_. --- --__— ---- ---_ — _._.— — FOR GRA ROAD LOCA L ON FUTURE � © 00° ---- ---- ---- Tr n-- FUTURE 0'% ��' °° 258 2580 258 — 2580 FUTURE 0.55% z N LQ APPROX. EX/S . GROUND AT O 12�� -FINISHED GRADE AT o -a Sp N APPROX EX/ST •- CL GROUND AT 257& 576 257 2576 C:3 0 N H W. BLUE FEATHER DRIVE w ui 257 2572 257 2572 • w N. BRYCE (-.*ANYON AVENU E 00 �00 a0 h �00 O �� i �� ri, �� N ,� N ri, rn o> �� M c� c� `� C� `� z °D �` _ W �. �� u") N N �� N N �� N N �r- N L Lo^ N �� . �r- N N N N N N N Lr N N z w `- zi -� d LL 256 568 Of PQ 0� O> �� 16+40 16+80 17+20 17+60 18+00 18+40 18+80 19+20 19+60 20+00 20+40 20+80 z I d I M w� 1 �C2 d W � I w� W G W� I Wc �� I I d-a'z OU N- 00 00 � 00 00 .0 � � 00 CO CA 04 N F-: % 00 r O O O � tL0 Lr) L � ") CN O o 00 L co r � 00 / Di1 w to L1{) UQ N N N N N CV N CN N N Nn NC:S N N 1.1.. uj 18+40 18+80 19+20 19+60 20+00 20+40 20+80 21+20 21+60 22+00 22+40 22+80 23+20 23+60 24+00 W V t~ A" � m 0) Z W LJ �� I Q pq N U) U O M Q 40 20 0 40 80 120 0 0 SCALE IN FEET Q SCALE 1 "=40' 1 "=4' HORIZONTAL SCALE J W Z\ .0 HORIZ VERT 4 2 0 4 8 12 O DWG.DATE 03/05/19 PROS. No. 181101 rls w SCALE IN FEET D 0 - VERTICAL SCALEm a- SHEET 8 OF 23 Q 00 ST -5 O z o /SHEETS/ 181101 -ST.DWG -11 ABS Acrylonitrile -Butadiene -Styrene cf Cubic Foot DWG Drawing ABAND Abandoned CI 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 BVC 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 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 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 rnshed on or for the project must meet the minimum requirements of theapproving P 1 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 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-woy construction permit from ACRD 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 shall keep on site at all times the approved construction plans on which is recorded the actual location c n s o f the o st ruc tedPany Y e line and 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. Ado 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. STANDARD ABBREVIATIONS 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 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). Place water service lines in two inch diameter pipe wherever the service line crosses a 4 ate s ro a 2 O PP storm water treatment facility (i.e. seepage beds, drainage swales). 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 areinstalled and prior to paving, the Contractor shallperform 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 ry 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 SEWER 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. 1. 2. The horizontal separation of potable water mains and non -potable water mains (sanitary sewer, storm drain, and irrigation) shall be a minimum of ten (10) feet. Where it is necessary for a potable water main and non -potable water main to cross with less than eighteen (18) inches of vertical separation, , the crossing shall be constructed in accordance with Section 542.07 of the Idaho Rules for Public Drinking Water Systems (IDAPA 58.01.08) and Section 430.02 of the Wastewater Rules (IDAPA 58.01.16). 3. The horizontal separation of non -potable services and potable water services or potable water mains shall be a minimum of six (6) feet. Where it is necessary for a potable water main and non -potable water main to cross with less than eighteen (18) inches of vertical separation, the crossing shall be constructed in accordance with Section 542.07 of the Idaho Rules for Public Drinking Water Systems (IDAPA 58.01.08) and Section 430.02 of the Wastewater Rules (IDAPA 58.01.16). 4. Place 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 Contractorhall conduct n s uct a 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 Department a minimum of 24 hours prior to the retest. 21. Upon the completion of work, the Contractor shall submit a set of "Record Drawings" to the Engineer. 22. The Contractor shall be responsible for locating and marking all existing service connections in accordance with Standard Drawing SW3. 23. The most current edition of the City of Meridian Specifications Standards & Drawings to the ISPWC Book MUST be on-site at all times. A stop order can be issued if the book is not on-site. +oo SEWER LEGEND 11 -�-No Sewer Line & Station -111110 -8"S -O-- Sewer Manhole & Pipe Angle 18T S.C. Service Connection S.L. Service Length S.I. Service Invert Exist. Sewer Line & Manhole WATER LEGEND W Construct Water Line H.A.R.N. SURVEY Install Double Water Service MARKS Install Single Water Service NAD83 (ADA CO. HARN) Install Fire Hydrant �--- Install Conc. Thrust Block - -12w- - Existing Water Line N = 721,671.2 Existing Double Water Service --o-- Existing Single Water Service �:� Existing Fre Hydrant W. Of FR CREST OR - \ TTS--T-T \ �-T -L--- -1 `----1----J------L----- N AkAMAN RD. _L - - - I-- MMMOV TT_TT T`�I -- - -- I BLOCK 1 I I BLOCK 2 _- 4 3 2 � 2 3 4 5 8 7 8 9 10 r -} I / W. TIM sr. W. TIDA ST. I I I I I i Fl°o0 W I I I I I \ I 1-�-_v I � I 2 -- - BMJ - . 5 12 2 7 2 34 5 6 7< BLOC 3 I I 13 I I 3 I I I B 14 � 5 L _ `< 4 I ' BLOCK 3 B I �I-- �•-� / \ ` \ a � 10 I I 16 rIt7 1 11 I I 17 i I 7 16 12 I< I 18 I\ I I \ BLOCK 3 0 l Is 14 1 1319 ' �_ . - .� _ • `' r_ �-� ' ViRiG �' W. AM WAC OR 5 4 SOCK 6 I I y I - BLOCK 5 2 _ z I E -f ` _1 T T -1 I I I I 1 1 I i I 8M /1 I/ IL � ErglpKq PrWX Sf1B��'�� W. WN/IF S4ND5' DR. -�- -f- SITE PLAN 1 " = 200' •, ,1 +�1 � hI li'��eJ �i� � � �� jam, �1j-♦G� �p� •i ■■■■■■■�• SII\��i�� O♦�♦iG�! 111 111111111)►� OAF son !� ♦♦j, ♦l D= ■111 � �� ,1 .:�11■ !! �� ♦♦♦�.( ■11� I��.�i�111BEEN C ■IIj �� 11111\� II :��i��i � �'��■ i��lllllllIlls 1f111M!!I, i C �►�� I�� it - -� ♦..� �� ■1■■■■ mill: B1111n/111111/ OWNi_I!■■■■■ VICINITY MAP 1" - 1000' AT N 4 OF THE NW 1 4 OF SECTION 36 T.4 . W. .M. LOCATED IN THE E 1 EN R 1 B CITY OF MERIDIAN, ADA COUNTY, IDAHO HORIZONTAL DATUM USED US GOVERNMENT HORIZONTAL NAD83 ADJUSTED TO THE ADA COUNTY H.A.R.N. SURVEY O BENCH MARKS NAVD88 NAD83 (ADA CO. HARN) VERTICAL DATUM HORIZONTAL DATUM 8M If 2 ELEVATION = 2577.99 N = 721,671.2 CHISELED X IN BACK E = 2,451,358.4 OF SIDEWALK OF BM A2 ELEVATION = 2576.17 N = 722,023.4 CHISELED X IN BACK E = 2,450,746.9 OF SIDEWALK 23 .f-�m ELEVATION = 2581.76 N = 722,115.6 CHISELED X IN BACK E = 2,452,101.3 OF SIDEWALK ST -2 BM4 6 ELEVATION = 2578.24 N = 722828.0 CHISELED X IN BACK E = 2,450,752.1 OF SIDEWALK OF BM5 ST -4 ELEVATION = 2583.40 N = 722,994.2 FND BRASS CAP E = 2,452,101.1 14 OF 23 S-5 SHEET INDEX 1 OF 23 T-1 = TITLE SHEET, VICINITY MAP & NOTES 2 OF 23 LGT-1 = STREET LIGHT PLAN 3 OF 23 WD -1 = STREET WIDENING & STRIPING PLAN (W. McMILLAN ROAD) 4 OF 23 ST -1 = STREET PLAN 5 OF 23 ST -2 = STREET* PLAN 6 OF 23 ST -3 = STREET PLAN 7 OF 23 ST -4 = STREET PROFILES = PRESSURE IRRIGATION PLAN E -Mail: Todd0amyxhomes.com 18 OF N. BUCKSTONE AVE. & W. BIRD WING DR. 8 OF 23 ST -5 = STREET PROFILES 23 PIR -3 = PRESSURE IRRIGATION DETAILS & NOTES ENGINEER W. TIDA ST. & N. BRYCE CANYON AVE. & W. BLUE FEATHER DR. 9 OF 23 SD -1 = STORM DRAIN PLAN AND DATA 10 OF 23 S-1 = SEWER & WATER PLAN AND PROFILE Kathleen M. Stroschein, P.E, 22 OF 23 FUT. W. SYDNEY ST -OPEN AREA-FUT. W. BLUE FEATHER DR. = STREET DETAILS 1029 N. ROSARIO ST., Ste. 100 23 OF W. BLUE FEATHER DR. 11 OF 23 S-2 = SEWER & WATER PLAN AND PROFILE CU 48*0 SHALLOW MANHOLE, TYPE I DETAIL Phone (208) 938-0980 W. BIRD WING DRIVE 12 OF 23 S-3 = SEWER & WATER PLAN AND PROFILE _� a 2 ) m y m O •a v� c p Y. N. BRYCE CANYON AVENUE 13 OF 23 S-4 = SEWER & WATER PLAN AND PROFILE 9C+ y .r.. y s -6 N. BUCKSTONE AVENUE 14 OF 23 S-5 = SEWER & WATER PLAN AND PROFILE DEVELOPER � U N tV Qcv E 00 W. TIDA STREET LU 15 OF 23 GIR-1 = GRAVITY IRRIGATION PLAN AND PROFILE 943 W. MCMILLAN ROAD LLC 6a E Zo��w .494z -p 15"0 DELIVERY TO POND 13967 W. WAINWRIGHT DR. 16 OF 23 GIR-2 = GRAVITY IRRIGATION PLAN AND PROFILE BOISE, IDAHO 83713 U C ': N ; .,0. O � i.! 15"0 OVERFLOW FROM POND Phone (208) 939-5665 17 OF 23 PIR -1 = PRESSURE IRRIGATION PLAN E -Mail: Todd0amyxhomes.com 18 OF 23 PIR -2 = PRESSURE IRRIGATION PLAN 19 OF 23 PIR -3 = PRESSURE IRRIGATION DETAILS & NOTES ENGINEER 20 OF 23 PMP -1 = PUMP STATION DETAILS AND NOTES ENGINEERING SOLUTIONS, LLP 21 OF 23 PND -1 = POND VIEW & CROSS SECTION DETAIL Kathleen M. Stroschein, P.E, 22 OF 23 DT -1 = STREET DETAILS 1029 N. ROSARIO ST., Ste. 100 23 OF 23 DT -2 = STORM DRAIN SEEPAGE BED DETAILS MERIDIAN, IDAHO 83713 a,waE c o Z CU 48*0 SHALLOW MANHOLE, TYPE I DETAIL Phone (208) 938-0980 -0 rn E -Mail: Kathys@engsol.org 1 QNAL 0 ■ slit N O C (D ? � L C � U N tV Qcv E 00 LU LL E-4 ��Wmz 0 6a E Zo��w .494z -p ~=_21 *2, J p > Z �- 0 . O Q 0 U C ': N ; .,0. O � i.! > N y o_ o C) /�, W O 0> o 3�w�K c 0 CK UVaaoa, U W � �- z D w� O c c m o- Q 3 W~ H r7 Q U) Q F_: 0 ate'=SE v �LLIZ N C.Li a,waE c o Z CU a tea, >, U -0 rn LL ^ _� a 2 ) m y m O •a v� c p Y. a+ c 3 a� o •rn 2 Q U_ M U O dW m 9C+ y .r.. y s -6 o�2�� aE > SCALE 0L/�/ Zy y o 0 03/05/19 PROS. 1r .r U y U o. o s a- v, rls 0 0 0 <n o �1; -a m L=o SHEET 1 OF 23 y a - c y m' 0 T_1 p U a 0 O 0 vi of a O Z O /SHEETS/1 81101 -T1.DWG e O o Q- 0 o ,wr'y C 6i. 3 0 p o f y 0 O 0 CO `yo0 O V 12 7E! 2 V U o c o Q V d C v C T p G w0- -o U•- O V y C C •� O 5 •'-' A U C C y_ U -a d o Z c L V O N a U N C N 2-s E a c 0 0 a U O r C, N ' U •� !""7 va- � �O � to N w -5: N 9 \y a e G 1L- U •-gyp L S U a y �' o a';� •o y c c 0 _ o O O y y aoyi m v . w. p 1 QNAL 0 ■ slit ca O r v W LLJ co, C)o tZ N � _ DSlt d ®t W ` LiX o� W �Qo O-0) �•. Qzcc) to ® O w 00 0 rn a N c 0 O a zw�z LU E-4 ��Wmz 0 Zo��w .494z <�oz z z J p > Z �- 0 H Q =2 i � J U o2 � o�wC> Nzo C) Z Cn 3�w�K w 0 CK ca O r v W LLJ co, C)o tZ N � _ DSlt d ®t W ` LiX o� W �Qo O-0) �•. Qzcc) to ® O w 00 0 rn a N c 0 O a LU E-4 0 .494z H Q 06 Z m Z W Z� 0 Wpz U W � �- z D w� W~ H r7 U) Q F_: 0 �LLIZ N U-) w 0 0 F_ U_ J > SCALE AS SHOWN 0DWG.DATE 0 03/05/19 PROS. NO. 181101 rls 0 X C- m n- Q SHEET 1 OF 23 T_1 0 O 0 Z O /SHEETS/1 81101 -T1.DWG W W r VT, i` 1 W w tLI v/ 7 17 W. MCM/LLAN RD. 0 — — — — — — — — — — — — 17 7 17 \ �.:._ DATA TOB TOB TOB• TOB y.Y. 00 BLOCK 2 o d vi > � ca�o�orn ~ J W 3 4 --4-- —a 1---- - --- 8 9 10 W Lei >< Z O Z N+ O N N++ o N 0 O N v N r z0 LL1 pzmm3 o � m o °�' to. O WAV Lu E� �=c� � 0 �oac"'v 0 LD F -- C/) �C �Nd~aUo 0 - co BLOCK 1 I z 3 I I 2 (°e CO� CO L wL, V d N N N IRE PHASE 50' Ala, 100' M� W f - El Z 17 N `L' 0 FUTURE P 17 BLOCK 1 216' N � u ~' Q W /---EP N 4r 60' SIGN INSTALLATION IN ADHD RIGHT--OF—WAY NOTES: 1. ALL INSTALLED SIGNS SHALL MEET ALL REQUIREMENTS PER THE CURRENT MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES AND THE LATEST ADA COUNTY HIGHWAY DISTRICT ILLUMINATION, TRAFFIC SIGNAL SYSTEMS, ELECTRICAL, TRAFFIC SIGN INSTALLATION AND PAVEMENT MARKINGS SUPPLEMENTAL PROVISIONS TO THE LATEST IDAHO STANDARDS FOR IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION MANUAL (I.S.P.W.C.) 2. OUTSIDE SIGN INSTALLERS MUST BE BONDED WITH ACHD AND MUST OBTAIN A NO -CHARGE RIGHT-OF-WAY PERMIT. 3. CONTRACTOR SHALL COORDINATE ALL SIGN LOCATIONS WITH ACHD STAFF. 4. INSTALL ANY/ALL SIGNS PER ACHD STAFF, EVEN IF NOT SHOWN. 30 15 0 30 60 90 SCALE IN FEET SIGN AND STRIPING NOTES: 1. STRIPING SHALL COMPLY WITH THE LATEST EDITIONS OF SECTION 1104 OF THE I.S.P.W.C. AND THE ACHD SUPPLEMENTAL PROVISIONS. 2. FOR STRIPING AND PAVEMENT SYMBOLS SEE LATEST EDITION OF ACHD TRAFFIC STD. DETAILS TS -1112 AND TS -1113. 3. REMOVE ALL EXISTING STRIPING THAT CONFLICTS WITH NEW STRIPING. 4, ALL INSTALLED SIGNS MUST MEET THE REQUIREMENTS FOR DIMENSION, PLACEMENT, LETTERING, SYMBOLS, AND ILLUMINATION AND REFLECTION PER THE CURRENT MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES AND THE 2005 ADA COUNTY HIGHWAY DISTRICT ILLUMINATION, TRAFFIC SIGNAL SYSTEMS, ELECTRICAL, TRAFFIC SIGN INSTALLATION AND PAVEMENT MARKINGS SUPPLEMENTAL PROVISIONS TO THE 2005 IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION MANUAL (ISPWC). PAINT INDEX ONO PASSING ZONE - TWO DIRECTION (YELLOW), (PER LATEST EDITION OF ACHD TRAFFIC DWG. STD. TS -1112). OTWO WAY LEFT TURN LANE (YELLOW) (7'/18' GAP), (PER LATEST EDITION OF ACHD TRAFFIC DWG. STD. TS --1112). 17 4" WIDE RIGHT EDGELINE (WHITE), (PER LATEST Q EDITION OF ACHD TRAFFIC DWG. STD. TS -1112). ) RP RETAIN AND PROTECT EXISTING STRIPING. O REMOVE EXISTING STRIPING, PER ACHD STAFF. — TOB TOB SEE LAND CAPE PLAN FOR BERM DATA L ncv E a� 00 BLOCK 2 o d vi > � ca�o�orn ~ J W 3 4 5 6 7 8 9 10 SIGN INSTALLATION IN ADHD RIGHT--OF—WAY NOTES: 1. ALL INSTALLED SIGNS SHALL MEET ALL REQUIREMENTS PER THE CURRENT MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES AND THE LATEST ADA COUNTY HIGHWAY DISTRICT ILLUMINATION, TRAFFIC SIGNAL SYSTEMS, ELECTRICAL, TRAFFIC SIGN INSTALLATION AND PAVEMENT MARKINGS SUPPLEMENTAL PROVISIONS TO THE LATEST IDAHO STANDARDS FOR IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION MANUAL (I.S.P.W.C.) 2. OUTSIDE SIGN INSTALLERS MUST BE BONDED WITH ACHD AND MUST OBTAIN A NO -CHARGE RIGHT-OF-WAY PERMIT. 3. CONTRACTOR SHALL COORDINATE ALL SIGN LOCATIONS WITH ACHD STAFF. 4. INSTALL ANY/ALL SIGNS PER ACHD STAFF, EVEN IF NOT SHOWN. 30 15 0 30 60 90 SCALE IN FEET SIGN AND STRIPING NOTES: 1. STRIPING SHALL COMPLY WITH THE LATEST EDITIONS OF SECTION 1104 OF THE I.S.P.W.C. AND THE ACHD SUPPLEMENTAL PROVISIONS. 2. FOR STRIPING AND PAVEMENT SYMBOLS SEE LATEST EDITION OF ACHD TRAFFIC STD. DETAILS TS -1112 AND TS -1113. 3. REMOVE ALL EXISTING STRIPING THAT CONFLICTS WITH NEW STRIPING. 4, ALL INSTALLED SIGNS MUST MEET THE REQUIREMENTS FOR DIMENSION, PLACEMENT, LETTERING, SYMBOLS, AND ILLUMINATION AND REFLECTION PER THE CURRENT MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES AND THE 2005 ADA COUNTY HIGHWAY DISTRICT ILLUMINATION, TRAFFIC SIGNAL SYSTEMS, ELECTRICAL, TRAFFIC SIGN INSTALLATION AND PAVEMENT MARKINGS SUPPLEMENTAL PROVISIONS TO THE 2005 IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION MANUAL (ISPWC). PAINT INDEX ONO PASSING ZONE - TWO DIRECTION (YELLOW), (PER LATEST EDITION OF ACHD TRAFFIC DWG. STD. TS -1112). OTWO WAY LEFT TURN LANE (YELLOW) (7'/18' GAP), (PER LATEST EDITION OF ACHD TRAFFIC DWG. STD. TS --1112). 17 4" WIDE RIGHT EDGELINE (WHITE), (PER LATEST Q EDITION OF ACHD TRAFFIC DWG. STD. TS -1112). ) RP RETAIN AND PROTECT EXISTING STRIPING. 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