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CC - Construction Drawings MANHOLE N T� 48"Manhole Base with 6"floor U 4 a-N o e /1� L '-0 T r a m y s 3$ ROW � \\\ Q N �"` . 19, 19, ° \ \\\11 Q � � �"� , CD c c o 3 p aNi t i 2 2 11 f I + �I IH .v (7,Ui- L�� ° I �� 0Nc.� � Q 5'SW 8' I 17' 17' I 8' 0' I '1 I 1 LANDING 1' LANDING \ \\ //� b 2 15 15 2 \ / m� � o� 1' LANDING 1' LANDING aW m 0.5' 0.5' Outside a'E C B A A B C 1.5% 00 � �_ U V y U -2.0% -2.0% _ _ o_ O L yam", C O PLAN Vl EW Ll D \///`\`\/j\/`%`\//`%,`%/`%/`%`%/`%//\\%/\\%/\`%/�`%/\`\/ //\`%/\`%/\\%/\`%/\`%%\`%/\` \/%//% //%//%////`C//%/%\\✓%\//%\//�//%%`C `C%j`\//%//%//�//%%%\//%%`C\✓%//i\\//\/Y D 2 1» Max >' ` o t o y \ \ \ \ O y C C Q F o D E F ' F E D C) F ry � ao COi V-p p•` O o' OA 2.5' ASPHALTIC PAVEMENT 4" OF 3/4" MINUS CRUSHED GRAVEL 36 - - - — - - - `Z `e �b O U..U.. .0 Q G (Max} 3' ROLLED CURB AND GUTTER - SEE ACHD 0 10" PIT RUN GRAVEL I } I Ar -N � I © SUPPLEMENT TO ISPWC SD-702 1----48 Dia ID----� QF COMPACTED STABLE SUBGRADE I I 13 v N A 54" 5 CONCRETE SIDEWALK - SEE ACHD a © SUPPLEMENT TO ISPWC SD-709 (Max) I 12" o.c. = rg Typ- <C a o _ 3' ROLLED CURB - DETACHED SIDEWALK NOTE . I SECTION ~ ° a` L o ��E MANHOLES SHALL I <24 0 I STACKING Q 3 O STREET SECTION ROLLED CURB, GUTTER AND (81 SEPARATED 5' SIDEWALK HAVE STEPS -4 _g ,+ i WILL VARY N o o- C1 38' RIGHT—OF—WA c:Y Z N O C PER ACHD SUPPLEMENT TO I.S.P.W.C. SD-702 AND SD-709 N.T.S 2' O N N•U\ •O N Min. �a v z S. TWILIGHT MIST WAY - E SHADY GLADE DRIVE - S. SOLSTICE ST. Catch 5" 16" Max I STA = 21+40 - 32+73 S. TWILIGHT MIST WAY 6' s��°N� MANUFACTURED PER c�� STA = 10+00 - 15+05 ASTM C478 CONCRETE T- PSI = 4,000 PSI SIDE VIEW 63 0 IDAHO PRECAST INC. SHALLOW MANHOF RAISED OLE TYPE 1 ��'N M SZ��G 1389 Madison Ave USING PRECAST 48" DIAMETER MANHOLE MATERIAL 38' ROW Nampa, Idaho 83687 AS ALTERNATE PER SD-615A morW� 19, 19' Phone; (208) 461-6300 Fax: (208) 442-0842 NOTES: ~ www.idahoprecast.com Z �o coZa WHEN STEPS ARE REQUIRED THEY ARE INSTALLED PER ISPWC m R N ¢ � w 20 2' 11716 STANDARD DRAWING 612 ON 12' O.C. J } WRL 0 3 = 5'SW $' ( 1 T 1 T I a z � o } w Q J Q 0 "5 C> V LANDING 1' LANDING 2' 15' 15' 2' _ w w _ J U Z O W O Z K Z W O , \ Z Z Z W 1.5% C 0.5 B A A MATCH EXISTING 3 -2.0% -2.0% = WZo � O .- \/\\ D F Q //�r � � / / � � / /// � / / / // � � C ��/-f/ / \\�\\,, ,/�\/\\ \i \ \ \ \ \\, \,�\ Q ca D E F F E ID w co 0 0 D� � ©_ 00 2.5" ASPHALTIC PAVEMENT D 4" OF 3/4" MINUS CRUSHED GRAVEL ui 00 0 0 � -- 3" ROLLED CURB AND GUTTER - SEE ACHD ® 10" PIT RUN GRAVEL 1' S' SIDEWALK 1' o 0 Q SUPPLEMENT TO ISPWC SD-702 (DLAN COMPACTED STABLE SUBGRADE DING 5" CONCRETE DING o o rn C 5" CONCRETE SIDEWALK - SEE ACHD 1,57 MAX. SLOPE z C) 0 SUPPLEMENT TO ISPWC SD-709 Q / / / V o 0 o / co 3' ROLLED CURB - DETACHED SIDEWALK //%�//%\�/i\ 0000 /% z �� STREET SECTION-ROLLED CURB GUTTER AND C81 SEPARATED 5' SIDEWALK 0 38' RIGHT—OF—WAY ' OF 3/4" MINUS CRUSHED GRAVEL PER ACHD SUPPLEMENT TO I.S.P.W.C. SD-702 AND SD-709 E LACHLAN ST. 5' WIDE x 5' THICK DETACHED SIDEWALK c STA = 10+00 - 11+70 C2 Q W PER ACHD SUPPLEMENT TO LS.P.W.C. SD-709 � Q a0 z � � z � Q � 12 OR 14 w _ Z I Ld SEE PLAN VIEW 6' OR 7' 6' OR 7' O M � 1 5 SIDEWALK 1 � } O z LANDING 6" CONCRETE DING 1 0=4 M Q A � A -2.0% -2.0% 1.5% MAX. SLOPE z H o W 4 C I— �j\\\ ; °o o �� (L� D E F D E F \/i\ 4- OF 3/4 MINUS z 0 ® 2.5' ASPHALTIC PAVEMENT @ 10' PIT RUN GRAVEL CRUSHED GRAVEL ti U 00 { D 4" OF 3/4" MINUS CRUSHED GRAVEL CJF COMPACTED STABLE SUBGRADE s c4 5 WIDE x 6s THICK DETACHED SIDEWALK � 0 SCALE NO SCALE LL TRAFFIC RATED PER ACHD SUPPLEMENT TO I.S.P.W.C. SD-709 © DWG.DATE 05/11/17 PA 12 OR 14' WIDE ASPHALT ACCESS > N.T.S PROJ. N0. 170122 IY SHEET OF 17 0 � 16 m Q W DT 0 z 0 /SHEETS/170122-DT 1.DWG +•' p V O L L Q c v E 00 c 'Do pa LL U 0. aCa _ 'i p L N 0 N+ E /�\ V/ N U p v v o a> � 0 �vf O' N C= VJ _. < C ?- /11 c c VL// o c c.i vI -p C p ID C •— E Q-0 - � c: 0 0 E ai v p N ^ (n.T O v m p L. o1 c 3 y a rn 4 ma `o Q.w m a = -00_W p FINISHED GRADE MONITORING WELL e o• 4 INSTALL LID TO GRADE ;. n tYz � � a� pN0 OO 67, p pU y p 3 N > i I-III- III-III-III-III-i I I -III-I ° III-1 I IT(I 1=111=f I l-1 I I-1 I i-1 I IJ 11--I MAXIMUM ELEVATION V � ° " " r- W '- ono o ° OF ROCK - "H" {' _ y O OOQ ° / Ci zt-- �p p = N °° O "G" � ° �/ t/► v " LL �I G O 6 N w y o � 0 18" PERF. � Z �, (TOP HALF) E st I z ADS N-12 " o FILTER FABRIC - THREE N5 QS' NOTE- n' Aa N PIPE. "F" 18 0 (3} SIDES PER ACHD V o o �.o = 18" PVC PERFORATED w U ° REQUIREMENTS (SECTION 3 o a o z SEE DETAIL, _ _ ` THIS SHEET a 8200 PG. 32) DRAIN PIPE. 3 � ° L PERFORATIONS SHALL BE _ ILO0 0° ° op IN ACCORDANCE WITH 0 0�o ELEVATION TOP AASHTO M304-03 AND ►� E d T > N LT p>•n a L . U-...•y C "" + ORIENTED UPWARD FROM i p G OF SAND - I e G•- �, TOP HALF (ACCEPTABLE o= PIPE REPLACEMENT: 18"0 A =� 8�1 _ o ::�•::;_..`: ; _ ... � ;•..�- ADS N-12 HOPE °, ;.� o 0° MINIMUM ELEVATION o FINE AGGREGATE WILL MEET OF SAND = "J" M 294RATED PER AASHTO �W o = _ o � o- THE GRADATION REQUIREMENTS HGW = 2663.5t L�.�c =o o V = a 3 " OF ISPWC SECTION 801 FOR "D" "E" "p" MONITORING WELLS TO a a FILTER SAND - SEE TABLE 1 BE 1' PAST SAND, 18" PIPE PE FORATION DETAIL75 OF THE ISPWC. "B" b EXTEND PIT RUN FROM BOTTOM OF BED A �S14NAL MINIMUM OF 1' INTO FREE DRAINING MATERIAL, is�' WITH A PERCOLATION RATE OF 8"/HR. (IF BOTTOM SECTION VIEW sv � E��a1�, OF ROCK IS NOT INTO FREE DRAINING MATERIAL). 1' (CAP END) TYP. ALL PIPES END PIPE m o m �_ (PERFORATED) _T b N N z > z o 0 0 � m w In �mUnoN I I22 O 3 >W Z Z Z I I I MONITORING WELL, N Z Z -,E SEE PLAN VIEW & oO Z a N I I I I 2, DETAIL, THIS SHEET Z p w-n O z O Z O U CD Z Z Z W W I - `yam p Z m m �r It 101 � IWI � � woo � 0 IWI m la{ , o LLJ cob Imo ) Ia) w ao W F N r7 ICILLJ N I�I 5 It V' � 00 cl Q COv SEEPAGE BED NOTES: L Boa «0 { I I { 1. PLACE MONITORING WELLS IN SIDEWALK DR BACK 4F WALK WHEN z o BEGIN PIPE POSSIBLE, VERIFY WITH ACHD OR ENGINEER IF NEEDED. SEE PLAN ��111 < Q 00 In SHEETS FOR LOCATIONS ' Q 0 0 0 (PERFORATED) 2. CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF x w o 'n GROUNDWATER IS ENCOUNTERED ABOVE THE BOTTOM DESIGN Z ELEVATION FOR THE INFILTRATION FACILITY. 0,LQ3. IF ROCK IS ENCOUNTERED; CONTRACTOR TO HAVE PERCOLATION TEST a L o PERFORMED BY SOILS ENGINEER AFTER SEEPAGE TRENCH IS FULL r a 00 `N 0' MIN. FROM OUTSIDE BED EXCAVATED. IF THE PERCOLATION IS LESS THAN SPECIFIED BY THE T MONITORING WELL, SEE SOILS REPORT AND ENGINEER, CONTRACTOR MAY NEED TO BLAST OR PLAN VIEW & DETAIL, BORE TO CREATE CONDUIT FOR DRAINAGE TO OCCUR OR REDESIGN THIS SHEET THE SYSTEM TO ACHIEVE THE REQUIRED INFILTRATION. "D" "E" "D" 4. ACHD INSPECTOR SHALL BE ON-SITE DURING SEEPAGE BED INSTALLATION. z • PLAN VIEW a 0 � zm Q N.T.S. W SEEPAGE BEDS #3 ANQ #4 W � � o t~ Q Z BEDSL I"A" "B- "C" "D" "E" "F" "G" W "I" 7 Groundwoter z Elev. Below M < 3 8' 24.5' 131' 8' 8.5' 2671.5 2672.95 2674.5 2666.5 2665.0 2663.5t ~ 0 O"4 � 0 4 9' 30' 55' 10' 10' 2672.25 2673.7 2675.5 2666.5 2665.0 2663.5E �I► '�5_ O Owl 0 C� WAw o U �" C z 0 r, 0 ` rrr- L i LL SCALE NO SCALE 0 DWG.DATE 05/11/17 z > PROD. NO. 170129 SOILS AND GROUNDWATER INFORMATION PROVIDED BY STRATA MATERIALS O Q_ SHEET 17 OF 17 TESTING. REPORT DATED MAY 27, 2014 Q AND GROUNDWATER MONITORING DATED DT-2 MARCH 5, 2007 0 O Q LL z o /SHEETS/170129-DT2.DWG Qa> y y >.•.•a Nava> a�i� (n 00 c 0-`v o >-a LL 1i a� N N - N E. SHADY GLADE DR. � `� o L a v v ' a N 0 n U aN 4) U 7 O U Oi C } c C a.....Q.0 oc Q .y " a�y m C.) a -=�, � � z v a� o \' —t C 0 j y 11 O �nI ` G). /� O I..L. LL cov w c rn 4 v m c� 0—aw m V STREET VICINITY MAP oz . _. O O 1° = 200' wZ o. 0;:a O O N a 0 g v E U_ Uoao ' E / .' FI l ... f.._... 6 ( (I I w N tt I tt t I " � i �I I i ll ' (. t f P ��1 � F—3_ o a a o o O W C C y M O O II I II t . III C�LZ 6 � a I �Y / I n 1.5 HIGH BERM, I ¢L a O v f .{ I SEE SHEET DT-i EXISTING WHITEBARK UNPLATTED SUBDIVISION NO. 1 Q J Uc c~`_J•;w oa �vEXISTING WHITEBARK SUBDIVISION NO. 2 c II II III ' II i [ty,lii INSTALL 12 LFt OF 8" RCP (MATCH TYPE OF PIPE, ANGLE cn I I 1 25 7 StP`A IE OF PIPE & :INVERT OUT OF MANHOLE AFTER PIPE IS FIELD LOCATED). 00ORDINATE ALL WORK WITH ADJACENT PROPERTY o o I I I I I I i la 1 GIR EXIST MH I = GIR MH 1 g i GIR MH #2 6 i OWNER AND:HUNTER HOMES CONSTRUCTION MANAGER. N fill s ` s" "' ! I I I I( I l - ! STA=12+17.93 ( STA=12+97.93 l II w I I STA-10+DO.oa ti RETAIN & PROTECT „ � 26J 1.5' HIGH BERM, 14 �"� a. i� .r�ii GIR MH #4 � .J o - - _ 'SEE--SHEET DT-1 :d STA=18+07.10 �.,.� 3 g 4 o —6.>PIR— — - - — 12+oa -13 00- — — —6 PIR —Q-- i1+00 — — 14+00= :� -_ -___-=15+00_==== - -_ ---- ----- ------ ------------- - -�L.., __ 8+Q0Z - _ - - -- - ----- � ----- ------ --- --------- ---- ------- - --- 18a 7 ... — — ---- --- -- ___——_--- - Pl --- ti 1 s •1 fi+00 V - J REMOVE, DISPOSE OR 180' �� a c g = a a o N REUSE 119f LF 12" PVC ' -` � I RETAIN & PROTECT `� POTABLE WATER TO�RETAIN PROTECT EXIST. EXIST. PRESSURE I ! e BE INSTALLED PRES URE IRRIGATION GIR MH J3 J Q { IRRIGATION } UNDER 18 GIRR, C O W t d v �, = o z STA=14+70.39 _ EXACT MANHOLE LOCAT ON ~" a 12 I� < PER WATER KEYNOTE W TO BE DETERMINED IN p �1 N2, SEE SHEET S-1 REMD & DISPOSE 10 PVC (UNDERG OUND, REMOVE & DISPOS BROKEN ti fA EXISTING SOUTHERN HIGHLANDS ( I I THE FIELD, AFTER E NOT FIELD LOCATED)`-'TO WEST 100 PVC TO EAST 750 LF±):.' tONAL E SUBDIVISION NO. 2 =� I 13 EXIST. PIPE IS LOCATED. 2 3 4 •- '5 6 7 s NOTES L — BLOCK 1.1 1. SEE PLAN FOR PIPE ANGLES, PIPE SIZES, Na 9 ELEVATIONS AND DIRECTION FLOW. 'F� G / ORRN%BL�O.. . I = gOS g 2. ALL PIPES WITHIN RIGHT-OF-WAY SHALL BE M.ST WATER CLASS PVC AWWA C-900 OR C-905 WITH BELL AND SPIGOT END WITH ASTM r w mod I• � .e \ \ F477 ELASTOMERIC GASKETS. I: 14 4p — - — 3. ALL MANHOLES SHALL BE WATER TIGHT o m��N — — AROUND NEW AND EXISTING PIPES. =w m 0 it 8"W 8 W 8,>W o E. SHADY GLADE DR. Z d o s z BLOCK 9 j N _ E. SHADY GLADE DR. 4. FILL AROUND MANHOLES (ONLY 6" SHALL Q` Q W \ ti R ! I 15"S 15"S•a 15"S• BE EXPOSED). N o : ; : to o w D o — — 5. ALL PIPES CALLED OUT AS PVC (EXCLUDING z o N a O Z Z Z& w :............2s�T.....:. d 3. ASTM D 303 ( DR 3 w} r= { ; 3tTt ) OR ADS N-12HP o Z m m 3 x AWWA C-900 MAY BE 4 S 5 6=82 �w8 01- cz 1' 1.5' AT 1:1 I NEW LOT 3' AT 2:1 SLOPE FLAT SLOPE EXIST. LOT N M 9+60 10 00 10 40 10 80 1 11 0 1 0 1 40 1 80 1 1 6 (E & N) 1 20 6 2 0 2 2 3 20 3 0 14 00 14 40 14 80 15 20 15 60 16 DO 16 40 16 80 17 20 17 60 18 00 18 40 18 80 19 20 19 60 4' W ® oN 2692 2692 w Z x _ �, �0 a �W "' Q0 o — o W Qz ► 268 2688 `° I o 5 ® ��00 w w OQ � N LLJ ft OIx— O cq O 0 2684 0 � Z X to C3 2684 - ` o 0 0 OL z w FINISHED G E (BERM) c> ly N co r N ca to a ��'i,o F' AT GRAVITY LINE 11 + Co to Q to to �► o co M o too M �� cn it +Q� �o GR4 ED EX/SANG GR UND � •-w� � J_ <o o cn IN N rn CL rn � ¢ AT GRMff UNE II NOTES: �i LL � o E u E n > 8# PE MATCH E OF PIPE N '- w -"-' 5: 3 1. BERM MAY BE REVISED IN FIELD PER HUNTER HOMES. 268 N y o N � = x N N � v SL E AND ANGLE OF PIPE & o ; Q o w�> 2680 2. SEE PLAN VIEW, THIS SHEET FOR BERM LOCATION. x -- -jrr J I T- INTO MANHOLE AFTER ' ' 3 '�' '�-a • Q o �. a � ) '' -- -- REAR LOT BERM DETAIL 0 w �` .s � ¢ � PIPE IS FIELD LOCATED �- -- �W O M OR c� c� •3wtn -- 370.2 LF I f m °� v' '_ - - -- / -- PVC 0.367 N.T.S Z 267 I ► ---- - - - - -- -"� • _ 2676 7 i I 21 .4 LF 12 PV +� 0.22% 77.5 12" PVC .22% 170. LF 12" PVC 0.22 -------- 12PI�C -- —I ( WWA C-900) Z Z 267 NEW PIPE �� , �R ERR ^ILI � ^^�w La H C w RE MO DISPOSE OR R USE LOC TION S S rn `� 2672 �` M ,y N 1192t F 12-ADS 0 0. 6� `�' w a CR z 0 w 8 rn Z V Z hit o o rn ii 3 M �; ..E �-- � � 0 W E= t�rr• to M N to = W N N U t� N to � � „ „ U W IIz � �� 266 0 N - a > 2668 w Eno zZ Z t5z > Z Q C!) > ? (0 �D < Z O 1 0 W N Z rC Z �z z N W r r" 0 Vt 0 C/) r U 2664 'Ss `� 2664 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+140 18+180 19+120 19+60 L6 SCALE 1" = 40' W DWG.DATE 05/11/17 Z 0 PROD. NO. 170122 40 20 0 40 80 120 4 2 0 4 8 12 0 a SHEET 11 OF 17 a SCALE IN FEET SCALE IN FEET IY 1— F— GIR- 1 HORIZONTAL SCALE VERTICAL SCALE Q Z Q 1 /SHEETS/170122-GIR.DWG N ./1 to T•�'-O Z L Qa NE°: y O 45 C W j u- U Q o o-Q-' z I- ui Z� .' EXIST. HEAD GATE c� c� rnp �p Z3 L `o z ,- STA=25+21.46 c 0.5 N ; O0 N ¢W � �, U) >'9— °-�-' o 1 1.5 AT 1:1 � E. SHADY GLADE DR. , 11 o o N O (o 3' AT 2:1 SLOPE FLAT SLOPE EXIST. LOT �, NEW LOT � F- IL U o (E & N) NOTES GRADE BANK AND z ¢ W V U m a of �a Q =to 0 4' INVERT OF NEW z - z°-W *� o n W 1. SEE PLAN FOR PIPE ANGLES, PIPE SIZES, ELEVATIONS AND ..... �,1 c, �,� RETAIN & PROTECT �'---'... DITCH TQ MATCH `. `t a=� o � U Cl yiP ? DIRECTION FLOW. ................. " a EXIST. DITCH TO c� c3 o cL - VALVE, Q �, N un �loe � — — `�` Sj' �z NEW CL & 013'-DfTCH,...-...ENSURE..A PROPER � _ NXIIS(W) GA2679 59t � E• a ,,, 2. ALL PIPES WITHIN RIGHT-OF-WAY SHALL BE WATER CLAS5 �°' ° - \�G�� PVC AWWA C-900 OR C-905 WITH BELL AND SPIGOT END SEE SITE PLAN BELOW FLOW TO WEST- 9� rN� • :' — N C� 4J d z m WITH ASTM F477 ELASTOMERIC GASKETS. — — — ¢° �' ` o a.. TbA Li. -- - - - - r - — h ..VAL ._.� �-- � � C c �? 3. ALL MANHOLES SHALL BE WATER TIGHT AROUND NEW AND `s _ ...: REMOVE & DISPOSE BROKEN ................�r'� - ....--•h----'� '' o. ,zw m EXISTING PIPES. A ( _ 10 PVC TO WEST 750 LF±). \` o SEE SITE PLAN, THIS SHEET \�\ N.':''; � RIM=2684.0' STREET VICINITY MAP 4. FILL AROUND MANHOLES (ONLY.6 SHALL BE EXPOSED). 1' = 20a' N REMOVE & DISPOSE CONC. HEADWALL \ \ ''.- o lNV Nf-?677.40=. O O o 5. ALL PIPES CALLED OUT AS PVC (EXCLUDING AWWA C-900 _ o MAY BE ASTM D 3034(SDR 35) OR ADS N-12HP F\✓ ~ a o ' �6' Y• \-'' Q � �L N O N d t7 NOTES: W F-. l A O I .�.. p•gyp N 1. BERM MAY BE REVISED IN FIELD PER HUNTER HOMES. ENLARGEMENT DETAIL #`w L w . =g,og, � N Q 2. SEE PLAN VIEW, THIS SHEET FOR BERM LOCATION. z a o q a S 1.5 HIGH BERM, REAR LOT BERM DETAIL ? A SEE SHEET 0T-1 � Q („) .�•�, UNPLATTED N.T.S UNPLATTED U y r a d O Q INSTALL 12 LFt OF 8- RCP (MATCH TYPE OF PIPE, ANGLE „L C N N N C U OF PIPE & :INVERT OUT OF MANHOLE AFTER PIPE IS FIELD GIR MH #5 r` LOCATED). COORDINATE ALL WORK WITH ADJACENT PROPERTY o ZE i Z r -� � a� =moo CONNECT INTO EXIST. EXIST. HEAD GATE Z t 8 STA=21+79.81 �a N OWNER AND .HUNTER HOMES CONSTRUCTION MANAGER. INSTALL 12' END DITCH, SEE ENLARGEMENT STA=25+21.46 <C a o= .3 s 267 1.5' HIGH BERM, SECTION WITH DETAIL, THIS SHEET o 2 (� -.. I G1R MH �4 1:5�-..HIGH.•BERM, END 1.5 ......... .�-� � ti�•3.. SEE---SHEET DT-1 STA=18+07.10 - HIGH BERM--] ERM RASH RACK �� b w 1 N - N 4i spot E DT o --- 15+00�_ --_-_—='6+00 �17+00 �_� . do. o _ o a W -_-.-- ______- __ --_- --'---- - -- — -------- -- - __ - SEE SHE �, T zs L U 79 M fA M 0 ��r 18t00 _ --- 19+0 T. ....r- - ----- ------- --- ------ ---------- ---- ------_____ = k- -____________ __-__ _- 0------------------ ---=20t00 - ----- - -21t00 - -22t00- d01 -_ w �, a W ----- --- - - - - --- - - - - - - - - - TOF - FIR --- ------ - :-_ - ___ --- --- _ 23+00 �...�. a -24+00 ............. PI'• pl 18O Pi P PI 0.7f x SLOPE 7t % SLOPE ��O = (!� 5 .. g FUTURE �' 3 N `� n� 'o� Nd m (ll .39 `� CONSTRUCT APPROX 307 LF 1.5' E P V-DITCH N. > Q� ;, s Z 12' moo. N'��=o o W ON 0 APPROX. 0.7t E To EX T PVC = ''` ` ' to � �- IN REMO & DISPOSE 10 PVC (UNDERG OUND, REMOVE & DISPOS BROKEN NE NOT FIELD LOCATED)`--TO WEST 10 PVC TO EAST 750 LFt).: 5�E�r�G,f� _D. PI 1 3 4 5 6 7 � c l o 63 BLOCK 11 8 9 10 1 : ASP S�1 moo ': �l�y,� of 19o�G$ 1 01 F '.•�-� N M SSg !^ 3 zoal �-. _ `2 2 151 E. SHADY GLADE DR. 4 W E. SHADY GLADE DR. 15"S� w / o � cow 15S \ _ - z PI •. ' 11 _ <D BLOCK 11 1� Z _ "wz�oo ca O O 40 20 0 40 80 120 4 2 0 4 8 12 i �NM V) �.-. SCALE IN FEET SCALE IN FEET Q Q 00 N HORIZONTAL SCALE VERTICAL SCALE L w X L � Q ,� Apo 15 60 16 00 16 40 16 80 17 20 17 60 18 00 18 40 18 80 19 20 19 60 20 00 20 40 20 80 21 20 21 60 22 00 22 40 22 80 23 20 23 60 24 00 24 40 24 80 25 20 25 60 �„� �,,,� z co co 269 2692 ® o 0 w Z �N c N N -2 268 + 2688 N Cl p N LQ o ¢ crj co J+ W �? fn N N 00 z ¢N _I 2684 a CD N � r n ° - A d� O 2684 F� FINISHED G E (BERM) E 11 ho FINISHED GRADE (BERM) z cn N ,; N z rr 0 AT GRAM LINE cn' + AT GRA TY LINE o a w 11 • �i 00 Z o ¢ EXISTING ROUND EXIST. 12 PI/C 0 0- G ED EXISTING GR UND , DED EXISTING ROUND a c� M 3 u�i AT GRAY) LINE 1 ATGRW7YVNE �� ¢ AT E m ! l m 268 .3 1 o LF 12 PVC o.3a� _ —_— ------ �'' 2680 - z ------------ ._ .- z z 70.2 LF 12° C ® 0.36� .. o ~ 0 CONSTRUC APPROX. 307 LF 1.5 267 DEEP V-D CH ® APPROX 0.7t� �' 2676 it.•4 F N SLOPE TO EXIST. 12 C >=LL W F� Q o� g N O H o h � Z ' W trr - N W h W wZD A w oc �.f� N N W uj W O C� 2672 �7— z o o ^ C6 Z W 2672 W� C3 co to F- N f�l Z N 6 O O 4� T �.J Z r- 266 0 � 04 _ Z 2668 rr Q ?Z a � Q SCALE 1" = 40' N W � Q W DWG.DATE 05/11/17 266 5+60 16+00 16+40 16+80 17+20 17+60 18+00 18+40 18+80 19+20 19+160 20+00 20+40 20+80 21 +20 21 +60 22+00 22 40 22+80 23+20 23+60 24+00 24+40 24+80 25+20 25+ 0 64 Z O PROJ. NO. 170122 � � SHEET 12 OF 17 m Q LLi ry 00 < GIR-2 u- Z 0 /SHEETS/170122-GIR.DWG :�s C @ p C E C � C n � 23 00 � aa � oU O -ram.+7 d 2 N (ll„ V a a a M N 0 E F 0 t c or � o rn N"moo I 1-loll �r+l _ /1....: -_ . N 0o � � � �; _.,_., o 1.5 HIGH BERM, i I Q S -t2 -' 0 - - - - - - - °° s� - - - SEEpETAIL „�'° moo• ¢ oi {.' 'I iii, 165y I 'c 25. f a•.6 v a ¢ < U) N c W� I fxh- vi � rnyn' y « m UNPLATTED UNPLATTED m C - av$ E �o 0 1 v ! � 'C E � �- � �! z1 00 6� g�ON � w E U i iiILD _ `� 25 rr WHITEWK 4_ ( � I uI m �€ o r o I I I I I f I I p� I s pCiSTING 2 III ( f I u m Q o ,J a W m S C7 N to O'O N C p Or C G ¢ f�I I I 1 i I I 1 S�0 I SUBDMSION•NO I;1 ' tI I I �616, i u U)w t in w 21+ .97 h f�� :s ....• .- to 2s77 1n c v y v v v II I<' .�� ti� 1�� I 0...". \ a U _ :' W ----------6 --_----- --------6PlR---- �6j� "•-..".._.. 21+ .49611 - 61--sptc 69 61a� 6109 ---- -r -12 PI/C1-- �- -4- - - - --1 .......o -12 PVC-�'- - - .- <.:: 21t40.49....... .. 21t4049 - - - -- -- _" - ... m V .... n •`. V O + t! ..��..- .xgg9� _�y.a.._ .0 � 4f a3 2675.T3t - -- - q o I •'-'• ' >- 267573t I MATCH EXIST. 3 MATCH EXIST. f- " o o ' O y� U O BLOCK 11 I 13 Qc�� 12 ' 1 2 3 4 5 6 7 8 9 a o r ai I ( (l RETAIN AND PROTECT I 22 w�-'-' I Q F- 3 6 7 I s� - _ I I ?� I EXISTING PRESSURE - � :--"' 10 I IRRIGATION SERiCES (TYP.} ( I (A I I � � a U o � o o �yy - 4Y �`N Q [> C U HN 22+39.37 HP '. 22+39.37 HP Q V w o+3 A> ?6js 2676.21 22+ .37 2676.21 � " o 23+33.56 23+50 : ..... 3 R-2 I / RETAIN AND PROTECT 2675.72 2675.63 23+87.65 24+73.65 25+59.65 26+45.65 27+31.65 28+17.65 29+03.65 29+89.65 30+12.03 GB tib f- 2675.82 2676.25 2676.68 2677J 1 2677.54 1g' EXISTING FENCE 22+45.45 \ 2675.36 FL 2677.98 2678.41 2678.84 6 - E c� o I`: 2676.18 678.95 a - : v 5 ( 14 �-+ - I _�N _ - - •o�r� 22+s3.s4 .- 2679.17 a o g E ; z 2675.93 ti N oQ - g�- -+ - - g E SHADY GLADE DR. o - - o - a o o s ': A J' BLOCK 9 w p M n - - F- - - 1-4 t E. SJfADY GLADE DRIVE / \ �. RETAIN AND >> : 10+29.67 F N N N 30+7i.22 o _ .. N V3•� N -O O F N \ \ N o , _. 2675.92 - _ _ _ __ - - _ ~ 2679.35 11 m t o N F ` +- Y. 1 C ` PROTECT EXISTING 0° --- . ___ . - . _ . "_._. . - . _ . _ - . ._ . __-_ . _.-.. - \ �: �>> 2675.65 AL ,- a 0 �� C9 in ya .• a1 : o _ LANDSCAPE s BLOCK 11 = N a ,\ ..........".2677..... 10+30.36 23+50 LP 23+72.03 A a - a 3 \ • - := I / 30+89.68 x 2675.92 - 2675.63 2675.74 "- V • a n •� y > \ \\\ L'' .; °I = 2675.36 FL 2476173 2676.603 2677023 2677.453 2677.873 22678.30 22678.72 31 30+t207895 } 2679.48 161g0 N c j o z \ f 26 14+50 L ! I 23+44.73 6 2 a: \ F�'J]• ,\ t""." ;". €I 15 2676.05 ;. • •" � ".•,...�- ...�........" 2675.66 •: 1 3 ._2•-....... t :I , 2675.39 FL ...... .-••32679.48 ` 31+43.93 p <y I 10+79.84 267 05 i i 10+30.36 y Np11AL E o / , f c� 2679.85 BLOCK 9 2676.26 , 5 , `� y �$ ZSTE NG'l 10 .; /.......J" 10+79 841 2675.53 FL ' \ ' 11+18.26 o0 2676. 2676.55 % .... r ,. f I - ,�t � 63 Q a � 16 6.59 F6 2676.59 FL \ •"• I I "-.. ::-�". 1 32+20.92 11+70 22-•-... ...:...• r• .. �. - is�so:i� FL zss1.�9 / 23 21 20 19 18 17 16 _ 6 _ 61q 10+35 10+50 N ' ' BLOCK 32�o_ 680.58 2680. s �' 2680.31 FL 17 dS // :...a�,••.t\. . / !��n ......:-A::1\". .� i i �6�� _. MATCH EX/ a o z 2 5 32t2 ,• r Z N�GN ?6�g.... s / i 11+60.58 `cRe F, .- .......,�.... �. ...�.� .� - 1' "'�•_�'2680 T \ r: m RN 2 RETAIN AND PRO T 1 E / 2676.86 r. . . �j� �� 6--... ". !.. �6� `'ao� ��_ + ,W T � pE Soot No / EXISTING PRESSUR - 24 ( 1 I $ t I 1" �,,-'" S�• UN, �. / 2676 59 FL m s i �4 , .rp-•..:• ay. �. �„ y o 3 z Fa�S��BS\ // IRRIGATION SERICES (TYP. o , �.,�.`\. i I I I I I ` " o�.:...ot -....: "...E.: N a o 12+62.03 �- I I , / :' " :\. . . 32f57.91 n. o r w I I i ' ! 18 2677.60 / I I I I I I , 2680.56t o 32 - �: J :......_ SOUTHERN H{GH UBDMSION NO 3 �- 1Of50.00 g a o g I I I I 1 , :1 22 268L79t R LANIi?S S 32t72.91 3: f � 10t35,00 2680.96t J o z o 26M641 52k 6g1__ 268090t J 12+41.04 o$ W o \ // 2677.45 _ `�' 2677.49t ! 9 10 11 12 13 14 15 2680.63t R o z ....2678 .',. TCH EX/ST 8 I { I I ,�. 33 p0 268074 15 V) W z" \ v. 13+45.57 / m m \.... '` 2678.21 /' 12+62.03 6T778 I I I ( SLO&6 ~ , W z o 0 ..""...".. 7 60 2� cK 19 67 . :- ._ Z { z .••\:=- I� ND PROTECT I � !"........ � �Z a E NDSCAPE ' I / N \\ .•o,-, TOe_-•... 12678.53CIO CD 13+26.27 2678.07 o D tr- \ .::`•..�, 14+29.80 26 rn 2678.83 -; 13+87.90 \\ \ I I ! I I / j / �` w 14 != CO a 3'Lc �! ,\':•.>,:,; 2678.53 BLOCK 6 /a`\ waft T \\ �`�\ \\ I ! I I I I / ,` M O ' 1 Am 2 /. 2679` / \ BLOCK y - - - _ - - x . � �O X0 Ai g5 14+12.47 \ \\ - - F- _ y y 15t0521 /� .; 2678.71 \\ \ - - - - - - - / 2679..60t / � C9��S \\�MATCHEXIST. ` / ; / , ♦ \\ \ / - - - " - _ _ - � - _ - _- _ _ ___ - ! 1 , o - rn 14+29.80 / \ y i - -- i ` I' Co ' 2678.83 27 \ / Q Z fb \ / ,\ `, i (n � M �/ As o 6 \ 0 :- \ , ca Lq . ..._...__........._15*05.85 ..._.. e / / �� no 2879.55t � Q L '•{�I�/ �� MATCH EXIST / \\ \\ / - 4 N. 01 \ � e' ��;��/��/ 2s \ a / 10* /\ s r / 1s,'le/p \ 50 25 0 50 100 150 oti 4 p SCALE IN FEETLLI 1 - j / \ / BLOCK 6 / \\ Cq NOTES: LEGEND Z ~ M Q 1' 1.5' AT 1:1 1. THE CONTRACTORS SHALL REMOVE ALL OBSTRUCTIONS ABOVE z ONN4 o 3 AT 2:1 SLOPE O t� FLAT SLOPE EXIST. LOT AND BELOW GROUND REQUIRED FOR THE CONSTRUCTION OF THE 17+20.811 Finished Curb Elevation .. NEW LOT PROPOSED IMPROVEMENTS. THIS WORK INCLUDES CLEARING AND P w {E & N) 2511.79 at Top Back Curb U GRUBBING, WHICH INCLUDES CLEARING THE GROUND SURFACE w OF ALL TREES, STUMPS, BRUSH, UNDERGROWTH, HEDGES, HEAVY yo w z GROWTH OF GRASS AND/OR WEEDS, FENCES, STRUCTURES, 'L�°�6 Finished Grade Elevation 1 j W DEBRIS, RUBBISH, AND OTHER MATERIAL NOT SUITABLE FOR THE FOUNDATION OF PAVEMENTS AND OTHER STRUCTURES. ALL m , MATERIAL NOT SUITABLE FOR FUTURE USE ON-SITE SHALL BE a a Concrete Rolled Curb, Gutter Z 0 DISPOSED OF OFF-SITE AT AN APPROVED LOCATION. & Separated Sidewalk O 2. CONTRACTOR SHALL STRIP AND STOCKPILE TOPSOIL FROM ALL r TRENCHING OPERATIONS FOR REUSE. DO NOT MIX TOPSOIL. WITH _ SUBGRADE SOILS. TOPSOIL SHALL BE REUSED AND COMPACTED :--• 2520 --- - Existing Ground Contour 0 O SCALE 1"=40' -__i 3. IN AREAS THAT REQUIRE FILL OVER 1 FOOT THAT ARE OUTSIDE 25199$ Existing Ground Spot Elevation o �- HORfZ NOTES: OF RIGHT-OF-WAY, CONTRACTOR SHALL STRIP EXISTING GROUND x W DWG.DATE 05/11 f 17 AND BACKFILL WITH STRUCTURAL FILL TO 95% STANDARD ---------------- New 1.5' High Berm J i. BERM MAY BE REVISED IN FIELD PER HUNTER HOMES. PROCTOR IN 1' MAXIMUM LIFTS. COMPACTION TESTING AND Z O PROD. N0. 170122 rIS 2. SEE PLAN VIEW, SHEETS ST-1 & ST-2 FOR BERM INSPECTION SHALL BE PERFORMED BY A TESTING LABORATORY LOCATION. QUALIFlED TO PERFORM SUCH INSPECTIONS. COMPACTION TEST T°p-'- Existing Top of Ground a SHEET 2 OF 17 RESI.ULTS MUST BE SUBMITTED TO THE PROJECT ENGINEER, CITY (L OF MERIDIAN PUBLIC WORKS AND BUILDING DEPARTMENTS PRIOR T°E---- Existing Toe of Slope M Q W REAR LOT BERM DETAIL TO ISSUANCE OF BUILDING PERMITS, AS TESTS ARE PERFORMED. W F- F_ GRD- 1 N.T.S o z o /SHEETS/170122-GRD.DWG C 6 N 1 r Q O y �r 00 ca •vo > �o, 2 24 I QIS Ql co „N� o � o Il / > W � �Qcv coi � U,�fU Lr-r J 1 I UV •� Noo� r►�1�� iU 11 `"� �+7�1 B .c v a. rIV SUD�f 6 I j p LU--. U yy C _ j 4 }+ U U a U p l' r 11 lit SOBON,��Y NO 1 fl NO° 2 UNPLATTED 0. UNPLATTED •` _ L � o I°1 II III I'I I N co Q 25 � f� I I av$ y o 0 II 11 III �_� 1 I 7 ^tts -� ymoc! d a. '��,� 3 c - Q Is1 11 Uj 11 II i .(' I c� 0 joro-w m I i Z S 0 I 13 s I I BLACK 11 00 �c ono 12 0 y 2 3 4 5 r L 2 6 7 8 9 JIG � r = oc s 7 -_� 1O U oo � I 1 I woo � i O 3 ., �z � CL I MI 't..� � � U V-O p•j C •� o n f f / �t V - 1r 60000 0 3 o gig 60000 60000 \ BLOCK 9 E. SHADY GLADE DR. 60p00 L2 -- E. SHADY GLADE DR. o 0 0 BLOCK — HtG EXISSOUTHERN s t1 H a o = 0. N 1 U Q✓ �y HLAN a �� U_ � ti � � \ NO�2BD1VIStON o 3 ` M a w I y V \ BLOCK 9 Z C F- U p t k N tO / l 1 OP ,q Fq �9 >7 e ,6 12 s x a> �v sj \ .01 23 22 21 20 19 18 17 16 �$�O11AL p'�'G' BLOCK 6 17 _I _ CL72 4 a24 I I 6000p E �pCN of G� X 18 60000q I I I I I I I \ �i '` l��ly gp5 1C ST / \ 1 9 I 1O I 11 ( 12 + 1J I 14 I 15 t 15 m a = J 25 B 1 1 1 1 1 1 I t9 �� \ 1 1 EX I I I BL�s , z�zoJ (STING OUTHERN I l I f ` �, � w z !8 U El N HIGHLANDS UBDIVISt " o o z NO. 3 ON 1 I I I , �� -� zZNZZ N 5• s< � / • 2s � \ wow ' I I I �� ow / BLOCK6 7 \� 1 I 1 �� 14 �jgX6 / 2 / / O BLOCKS \� � � _ - I_ \`` � zZ E60000 o � so \ / S. BOW CANYON DR. - 21ck J o .� 27 ,,✓ CZ 23 o CS Z00 XISTING SOU 0 co o y HIG SOUTHERN , 28 x \ ANDS SUBDIVISION / �G� %�;'� �y0� � ct m \ \ NO° 5 wCl OD \ z / BLOG'K 6 - \ � 60 30 0 60 120 180 •` C SCALE IN FEET STREET LIGHT NOTES LEGEND z 1. ALL STREET LIGHT CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH THE 2016 (MOST CURRENT VERSION) MERIDIAN CITY PUBLIC WORKS - C EXISTING STREET LIGHT a- DEPARTMENT IMPROVEMENT STANDARDS FOR STREET LIGHTING AND THE MERIDIAN CITY STREET LIGHT SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC. 2. STREET LIGHT POLES- ALL TYPE I STREET LIGHT POLES SHALL BE GALVANIZED STEEL, CONFORMING TO MERIDIAN STANDARD DRAWING T1. A "MESA" Q" PROPOSED TYPE 11 STREET LIGHT Q z r STYLE BENT POLE MAY BE APPROVED BY THE CITY ENGINEER IN PLACE OF TYPE I POLES IN INSTANCES OF OVERHEAD UTILITY LINE CONFLICTS. ALL TYPE A STREET LIGHT POLES SHALL BE SQUARE STEEL WITH BRONZE POLYESTER COATING AND CONFORM TO THE CITY SPECIFICATIONS. 51902 MERIDIAN CITY LIGHT POLE NO. �- J HCIT 3. CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH IDAHO POWER CO. Z H '�o LIJ 4. VERIFY LIGHT POLE LOCATIONS WITH THE OWNER AND MERIDIAN CITY PRIOR TO INSTALLATION. 0 W v U3 5. THERE IS A 10 STREET LIGHT EASEMENT ADJACENT TO ALL STREETS WITHIN THIS SUBDIVISION. V) Z) Emm4 6. INSTALLATION WILL REQUIRE INSPECTIONS FOR THE CONCRETE BASE REINFORCING, BEDDING, BACKFILL, AND FOR THE POLE AND ASSOCIATED WIRING. CONTACT CITY OF MERIDIAN AT (208) 887-2211 FOR INSPECTIONS, 48 HOUR NOTICED REQUIRED. CONTRACTOR SHALL NOTIFY THE CITY WHEN STREET U LIGHTS ARE READY TO BE ENERGIZED BY IDAHO POWER. Z 0 7. FOR DESIGN INFORMATION OR QUESTIONS, CONTACT MERIDIAN CITY. LL' 8. ALL ELECTRICAL CONDUIT SHALL BE SCHEDULE 40, PVC UL APPROVED. 0 SCALE 1"=60' LL 9. A LOCATING WIRE IS REQUIRED IN ALL EMPTY PVC ELECTRICAL CONDUITS. W DWG.DATE 05/11/17 0 PROJ. NO. 170122 ris LANDSCAPING NOTES 0 a SHEET 7 OF 17 1. LANDSCAPE AND TREES ALONG ALL STREETS TO BE COMPLETED AFTER CONSTRUCTION ON THE LOTS. TREES MAY BE MOVED TO ACCOMMODATE in Q DRIVEWAYS, UTILITIES AND LIGHT POLE LOCATIONS. M ~ ~ LGT- 1 LL Z 0 /SHEETS/170122—LGT.DWG e y N N Tom'U I { I�°I II I IIII I I LLv a ET R1 EXISTING WHITEBARK o g 5SUBDVISON N0 =SUBDIVISION NO. 2 UNPLATTED .� o o N N > C� 5; I { ►�� III II► Ir � , I I I! f ��6 W � o �o� � � { ► I III I , I III f � . _ � �. � � a I- ----------6"P/R— --' _r -1- —B'P/R------ __ - ___I-I� �:_o o -- ——— _. 6 PIR--- - ---� - -= - - —6 - _ PIR- - _ .... _ _ ...— i_. : ., I -- 12 GIR ........ 12 GIR :......... .. . - W N I I R soY — — — N4 N4 EXISTINO N 1 M P6 = Q o 3 0 p - I { EX/SLING Nftt�E S1 S1 S1 S1 (n -V c: p E 21E- EXISTING �- y = W n o E>N- 0 a0 Q W L... N 0)w o Q C C Q I 1L I I.1w tT C N p CD Q 13 ►-- T y{ Cl) �]d' U O D_W m I � 'Cl C Vj T•p' 6 I 7 �j �'�j I BLOCK 11 EXISTING SOUTHERN`•. { I 1 2 3 s 3 y 4 5 6 IYz C �� ", HIGHLANDS SUBDIVISION", ;,j@fy1sT1No O0 N °NO. 2LL, o � ` s c �poo � � rr,, N4 p I i� ^ � � � V •� fd }O N H I DR%BL690FF. EXIST/NG ° EXIST. OR4/N/BLOW-OFF (IWr __ Z C A AUU 14 a �a 8°W 8„W ig;0 4 0 O ;-� o E. SHADY GLADE DR. ".. V1 c = J BLOCK 9 { 15 S— - n . PRESSURE IRRIGATION LEGEND a ! - E. SHADY GLADE DR. I 15 S a - _ - -4"P/RR— — — EXISTING PRESSUREZ�' o"t IRRIGATION LINE _- ; \ 2677....... - - { s 200 LF O A 6 p co 4"PIRR CONSTRUCT PRESSURE o--= c \\ { \ ...................................... IRRIGATION LINE & SERVICES W C I•-- U O t p U v 15 : c; �......�.... ► CONCRETE THRUST BLOCK b N= a 3 F :{ vi VALVE � �.� ��,G� z 10 9s\ N4 EXISTING ' ' SLOPE PIPE TO DRAIN 23 22 21 20 19 �StQ11AL ��G S2 0 i i BLOCK 6 N4 16 �36 EXISTING\SOUTHERN N3 �/ / EXIST/NG \ 9 HIGHLANDS UBDIVISION �- a� OF No 2 PRESSURE IRRIGATION KEYNOTE LIST l� os M.ST 24 ITEM DESCRIPTION 01 , . . .._ `~- � � � Pressure lrr. Main, fi", PVC, CL-200 ................. .: �' P6 FA ' \�� ' ' EXIST/NG N4 N4 EXIST/NG W o , , � �� EXrSTiNG N4 -� N4 EXIST/NG EXrsnNG N4 ••: - i BLOCK 9 \.•.. }� P12 Pressure Irr. Sleeve, 12 . PVC, AWWA C-900 _ — — 4 -- - _ _ �— T - - -- - - - - - Iv 6 Gate \.\. ° `Cp "PfR —� �T " m N ". _ \ I .......................... - - -4PlR- - - a e - - � 17 \ . .. \ -I.. � � V6 Valve, t o3=m I I ( V8 Valve, 8" Gate o } ij , 0 \ ( T8 Tee, 6 x 6 x 6 X0 -'00 LEW S2 �Zw E13 Elbow, 6", 11 1/,f W Z W N J ' EXISTING �OUTHERN " z o R8 Reducer, 8 x 6 0 a HIGHLANDS SUBDIVISION �5 ( 9 I 10 I 11 NOS 3 12 G8 Plug or Cap, 8" 0 2 m m 18 r N3 I I ( I =WZoo \ \ , 2678 \� 8 I I I S1 Irrigation Service, 1", See Detail, Sheet PiR-2 z 0. .. .. ..- .•-.'.••.•.--.-..-.•••_•'- Irrigation Service, 1*, See Detail, Sheet PIR 2 EX�ST�NG Service shall be installed under Future 12 Gravity I g ton I . - 2679•�... _ 3 \ \ s I • I i rri a ' � o \\ : d: ° �.` P.C.C. Thrust Block (as required even if not shown). u, I I I I co M BLOCK 9 : / \��' I I I Contractor Shall VerifyAll NecessaryExistingValves are Closed Prior \ 19 EX/ST/NG / tkQ\� I N1 To Removing ExistinPlu Ca And Thrust Block And Make i° co �,\ 26 / \\ I I O 9 9 g/ P o \ N4 // \\ \\ I I I Connection to Existing Pressure Irrigation Main Line, As Shown. C © w°D \ `` `•. BLOCK 6 / ...... Deflect�••' / \ \�'�- � Deflect Pipe Per Manufactures Specifications And Recommendations. � � '� \\ I I I Nz � � _ .:..: ................ EX/SrfNG N4 \/ \ r \ I I I U) ¢ o �' \ \ 1 1 I °° Retain and Protect Existing Pressure Irrigation, Pressure Irrigation 0 - o \ — — — �-- — — --- —�- — N3 Valves and Services, etc. All Existing Landscaping, Pavement, Fencing, 1 / \ ..:..,.., : ` 619 "..•'/ / \\ BLOCK 6 \ O ` d ao 2 _` \ .S 2 / \ Y Trees and Walkways. 0 0 EXISTING 966THERN �� \ / \ \ � \ ` \ \ HIGHLANT SUBDIVISION .. ' / \ Existing Irrigation Service, Retain and Protect. Contractor shall Verify w C00 a N0. Z \\ 27 / \ \\ that Service is Installed and all fittings, etc. are installed and all in Z working order according to Service Detail. Install new service parts if N o needed. Make sure existing service is in the correct lot. Adjust 0 Service height as needed to finished grade. 6 \ / © ' \ J EXI\T G SOUTHERN %/` 28`: 6N4M/SANG / HIGHLANK SUBDIVISION 621 ,'�� , , \ .- • 4 NOTES ''�+ /0 a/,'��' \ EXISTING N4 ... \ l O g �.. 5 \\ 1. THE CONTRACTOR SHALL. DETERMINE THE EXACT LOCATION OF � � M Z ALL EXISTING UTILITIES BEFORE COMMENCING WORK. THE _ CONTRACTOR ASSUMES ALL RESPONSIBILITY FOR ANY AND ALL DAMAGES CAUSED BY HIS FAILURE TO EXACTLY LOCATE AND H Q PRESERVE ANY AND ALL UNDERGROUND UTILITIES. CONTRACTOR Q z �_ SHALL CALL DIG LINE AT 1-800-342-1585 PRIOR TO ANY !•■�1 M / �� / / � \�4 • _ / \ � EXCAVATION. F� � \ / \ 2. CONTRACTOR SHALL RETAIN AND PROTECT ALL EXISTING Z H 4 \ UTILITIES, EVEN IF NOT SHOWN. W \ \ / EXISTING SOUTHERN \\ ¢ 3. CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING 0 IM H 0 \ \ HIGHLANDS SUBDIVISION \ \ ._ _ SERVICES PRIOR TO CONSTRUCTION. CONTRACTOR SHALL W 0 C0 \ NO. 2 \ \ NOTIFY THE ENGINEER IMMEDIATELY IF THERE ARE ANY �■1 M � \ \ '.''. \\ z DISCREPANCIES. = W �_ 4. CONTRACTOR SHALL VERIFY THAT EVERY LOT HAS AN EXISTING W E PRESSURE IRRIGATION SERVICE. CONTRACTOR SHALL INSTALL A F- F�' W 2 \ E. SHADY GLADE DR. SERVICE TO EVERY LOT AS, 5. CONTRACTOR SHALL PROTECT AND DRETAIN EXISTING FENCE Z C o LINES WITHIN SUBDIVISION. 0 cc 40 20 0 40 80 120 U SCALE IN FEET / �� — '-' �CN�N sj o LL SCALE 1" = 40' v� W DWG.DATE 05/11/17 s• Z >O PROJ. NO. 170122 / SHEET 13 OF 17 / STREET VICINITY MAP m a w 1" = 200, 0 H < R- 1 P ' � z o /SHEETS/170122-PIR.DWG 00 > >� Li.1' r W L v o aTi a +L aj CCf - 1 N +r > c � >w > o m m� �_` U _ 5 = UNPLATTED I UNPLATTEQ _ U V s N t O O tip - W N '� a.i Q v 0 3 ... - _ R8 �' 12- W T8 10 LF 8 PVC W = = N - - _ " °Wow =max _ �c z _ _ _ � N ... V O CA £X/STING M P6 -'- 718 LF - - ........... ....."--......, 5 LF 8»PIR _ - o .. C �ALl�E N1 S1 S1 P6 FUTURE �� a 0.. #" _ Q WS1 S1 S1 S1 St TB 1 V8 _ m� o aW m �� G8 � �� 3 g 1� P6 TB 'N i a = _` Z p S O y C BLOCK 11 � {jy.• � V N U • O— o r O y _ S1 QO N 4 .5" S1 �- �` LL 6 `� o -' ' .• / $ W � v a•v \J - � / fn ` 3 O O L C C v FUTURE SKY MESSA IRRIGATION LEGEND 0- PRESSURE SUBDIVISION s1 __ _ QU • _ ;. >.•. . . .�. ` ° . : e.. _ - .. , . ..... / �- - -4 P/RR- - - IRRIGATION GAT ON L,NEURE � c��4 Q n a�i c — � .�i s'_ 200 Ll� 4"P1RR CONSTRUCT PRESSURE ` y � IRRIGATION LINE & SERVICES o v a C' E. SHADY GLADE DR. -' x L ` E. SHADY GLADE DR. ;L 15"S 15"S S1 ► CONCRETE THRUST BLOCK � - 4 s .1 t. • �. t. / VALVE \�,_ o N N N C S1 �. W = _, SLOPE PIPE TO DRAIN BLOCK 11 G V O a N CNC �� N N\O 'C y•d G PRESSURE IRRIGATION KEYNOTE LISTto o�o0z �v �isTE��d 22 = 21 20 19 18 17 16 S1 ITEM DESCRIPTION BLOCK 6 S1 � P6 Pressure Irr. Main, fi , PVC, CL-200 �i 12 P12 Pressure Irr. Sleeve, 12", PVC, AWWA C-900 X, V6 Valve, 6 Gate Valve,P� V8 V I e 8" Gate o W s' T8 Tee, 6" x 6" x 6" o o w E13 Elbow, 6", 11 1/4' mN 1 N4 EXisnNc EXrsnruc N4 �, N4 EXls11NC EXIST/Nc N4 `. N4 EXisriNc EXISTING N4 N4 EXrsriNc �- N 1 -� - 0 3 w m T -4.............. Reducer, x -- - - -- -----� l- - --T--- -- - - - --� �-- - - .+�,.� - - - N 5S ' G8 Plug or Ca 8� a a Z 4 n -- �; S� �- o} - - -1 - - —4P/R— - - — _ - - -4PlR - - - - - - - - - - - - - - - -- — .._ - - - - -. _..._ — 8 to / I N3 I I I 4 Pfl� .... -` ` EXISTING - -1- CK a9 � -� - N3 f•--• 10P��,A ...... i �ALYE I I S1 Irrigation Service, 1 , See Detail, Sheet PIR-2 3 V z Irrigation Service, 1", See Detail, Sheet PlR-2 N Z o Service shall be installed under Future 12 Gravity Irrigation 4„PIR' w m m EXISTING OUTHERN ( I I ` , - TB P.C.C. Thrust Block (as required even if not shown). °� W o YEE I HIGHLANDS SUBDIVISION I I I \ - o ix FUTURE SKY MESSA O i 9 { 10 I 11 N01 3 12 I i SUBDIVISION Contractor Shall Verify All Necessary Existing Valves ore Closed Prior I V I I I 13 I 14 ( 15 \ ( _ N1 To Removing Existing Plug/Cap And Thrust Block, And Make 15 ' _ Connection to Existing Pressure Irrigation Main Line, As Shown. o I &0& 6 ` ` -� \ 1 2�gt N2 Deflect Pipe Per Manufactures Specifications And Recommendations. co N CD : �v�� "" Retain and Protect Existing Pressure Irrigation, Pressure Irrigation Valves and Services, etc. All Existing Landscaping, Pavement, Fencing, 00 N Trees and Walkways. �` w G Existing Irrigation Service: Retain and Protect. Contractor shall Verify � a that Service is Installed and all fittings, etc. are installed and all in \` N4 working order according to Service Detail. Install new service parts if z o needed. Make sure existing service is in the correct lot. Adjust �r g Ju < Q 00 I I i 1 ► I ✓/ ," , 14 Service height as needed to finished grade. ' oo`F^03 v . -- - - - - - - - - - ��` -- \ — '� a_ i / 1. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF z Z / ALL EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR ASSUMES ALL RESPONSIBILITY FOR ANY AND ALL � Q / DAMAGES CAUSED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. CONTRACTOR 1•��•� j fl4 Z SHALL CALL DIG LINE AT 1-800-342-1585 PRIOR TO ANY 1�+�1LU ; o 40 20 0 40 80 120 \ EXCAVATION. 2. CONTRACTOR SHALL RETAIN AND PROTECT ALL EXISTING H X Q UTILITIES, EVEN IF NOT SHOWN. C z o SCALE IN FEET 3. CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING 1�t M cr SERVICES PRIOR TO CONSTRUCTION. CONTRACTOR SHALL Cc N- Ir NOTIFY THE ENGINEER IMMEDIATELY IF THERE ARE ANY Z H C -- DISCREPANCIES. �► K' W Q 4. CONTRACTOR SHALL VERIFY THAT EVERY LOT HAS AN EXISTING O M■■� o lc - - PRESSURE IRRIGATION SERVICE. CONTRACTOR SHALL INSTALL A 1-- 0 SERVICE TO EVERY LOT AS NEEDED. U � CO 5. CONTRACTOR SHALL PROTECT AND RETAIN EXISTING FENCE _ W CD LINES WITHIN SUBDIVISION. � E. SHADY GLADE DR. z p o S1• V- 0 SCALE 1" = 40' � E• o W DWG.DATE 05/11/17 z >O PROJ. NO. 170122 0 � SHEET 14 OF 17 STREET VICINITY MAP In Q w 1" - 200' 0 ~ ~ PI R-2 LLza /SHEETS/170122-PIR.DWG zCQ-00 00 c (1) ao >'a, V a n o_� gi a.E }r N N ° Q O N m O. d /\ a W 0 C'23 U UV F_ 000. U/ -C N T 4 C= N Ch w V tl) 0' ^, h n Q O Q L C C n 7i vi CT N ` C31 p 3 N T O N U �WoE _ Z ti3 -Q C :3 o O 0 > -0 c 3 a m CU iD m X U O."C-; Q W m E w v w o,� N 7 {f Z -O O Z O L O N c v v a> OO > c a o E.o PRESSURIZED IRRIGATION NOTES u' F- " 2 = N 0U 1. Install all crossings of the Public Rights-of-Way, private roadways and travelways with pressure irrigation at a o o a o L o maximum depth of two-and one-half (2-1/2) feet and in an AWWA C-900 pipe sleeve with locator wire. The Q I,,. 1i o 1? d s w N Public Works Department, ACHD and Engineering Solutions, shall inspect all crossings prior to backfilling. o o -9 N Z 1 3" SDR 21" PVC RISER EXTEND 18' ABOVE GROUND 12 2. The horizontal separation of potable water mains and non-potable water mains (sanitary sewer, storm drain, Q_ Q -= 11 and irrigation) shall be a minimum of ten (10) feet. Where it is necessary for a potable. water main and U 2 3" x 4" x 6" CINDER BLOCK (OR EQUAL) non-potable water main to cross with less than eighteen (18) inches of vertical separation, the crossing shall be 3 a d 0Q g z constructed in accordance with Section 542.07 of the Idaho Rules for Public Drinking Water Systems (IDAPA fa O 4" or 6" x 1" SADDLE MINIMUM 58.01.08) and Section 430.02 of the Wastewater Rules (IDAPA 58.01.16). ; LOT 5 o ._ U C 4 4" or 6" MAIN LINE MINIMUM `'' z w 0 3. The horizontal separation of non-potable services and potable water services or potable water mains shall be = Y g 1" BRASS PIPE ( ) necessary P P o n- a minimum of six 6 feet. Where it is necessa for potable water main and non-potable water main to H o O - e, a i � � � � � 1 cross with less than eighteen (18) inches of vertical separation, the crossing shall be constructed in accordance ��- -� e 1" 200 PSI POLY 18' ABOVE GROUND 5' BACK LOT with Section 542.07 of the Idaho Rules for Public Drinking Water Systems (IDAPA 58.01.08) and Section 430.02 ~ N o 10 3' SIDE LOT PVC RISER of the Wastewater Rules (IDAPA 58.01.16). W G o 1" BRASS CURB STOP (>YP•) PRESSURE IRRIGATION PIPELINE - 4. Install finder tape with all irrigation mains. Tape shall be two (2) inches wide, metallic red in color, with the o Q 3 ROCK CHIPS 1 SEE PLAN FOR SIZE OF PIPE words DANGER -UNSAFE WATER or NON-POTABLE WATER clearly marked along its length. Place the tape between U �' TYPICAL PIPS LOCATIQN " six (6) inches below the surface and eighteen (18) inches above the top of the pipe. N a z O 3 FEMALE ADD' NOT TO SCALE 10 5. Label all irrigation risers and faucets with durable tags carrying the warning DANGER-UNSAFE WATER or �At 3' VCR WIRE 6 NON-POTABLE WATER. g5 T 11 3' PVC PLUG 3 5 7 6. Label all valve boxes and vaults with durable tags carrying the warning DANGER-UNSAFE WATER or 12 MARKER, STEEL 1" POST NON-POTABLE WATER. The valves and boxes are to be located a minimum of ten (10) feet outside of the Public 63 4 Right-of-Way, private roadways and travelways. . . . . . . . . . . 8 2 7. install a reduced pressure backflow preventer in any connection between the potable water system and the OF �gp5 pressure irrigation system. The device must be approved by the Idaho Department of Environmental Quality (DEQ) _".M¢DLFIED" TYPE A, RISER and the City of Meridian Water Department. SHORT SIDE SERVICE 8. The Public Works Department and Engineering Solutions, shall inspect all pressurized irrigation unless a properly o e '< w � z � Z � � Z executed agreement for inspection and maintenance is in effect with the applicable Irrigation District. Forty-eight w 3 NOT TO SCALE 9 P PP� 9 (48) hours advance notice is required. p m o mom 9. Pressure irrigation mains must be along rear lot lines. Where pressure irrigation mains traverse a side lot line N w in order to cross a street, the domestic water service and pressure irrigation mains must be on opposite sides Z o 4 DOMESTIC WATER METER BOX COVER o OBLITERATE WORDS "WATER METER" FORD NO. of a lot. o Z X43 CAST IRON WITH 12 1/2" LOCKING LIDS Cg � Z 10. Pressure test the irrigation system to one hundred-fifty (150) pounds per square inch (psi) with allowable o z Z 20" PVC loss in accordance with the Supplemental Specifications and Drawings to ISPWC. r W MWpz� \� 11. All construction materials and installation shall comply with the Nampa Meridian Irrigation District Standard 3' SDR 21" PVC RISER EXTEND 18" ABOVE GROUND 13 � \� \�� 1 1/2" CURB STOP Specifications for Pressurized Irrigation System - latest edition, except as modified here on. /\\ \ \\ BALL VALVE SUCH AS 12 / �` �� FORD B11-666SW a a 3" x 4" x 6' CINDER BLOCK (OR EQUAL) 1 1/2" BRASS PIPE \ \\� 12. All pipe shall be PVC - Class 200 - SDR21 or better. Pipes three inches and smaller shall be solvent o 0) " 10 /� // 1 1/2" PVC PIPE weld. Pipe four inches and larger shall have mechanical joints. w co 4 or 6 x 1 SADDLE MINIMUM \� \\/\ L_ 00 ��\��\ �� j��j��\ 13. Minimum depth cover over all pipe shall be 30". yet ft M O 4 4" or 6" MAIN LINE MINIMUM �� \��\ �\\\ Q oo N -�bo�oo° 1 / 14. Minimum compaction shall be: W w 1" POLY PIPE 200 PSi /�96N \ ° ° oo g°000\ �000Oo°O%' a. 95% in Rights-of-way. ® o U /\� /o°o 0 0� �$o ° °gOp�/ b. $5% everywhere else. � cn Q 7wo 6 1" 200 PSI POLY 18" ABOVE GROUND /f\�� '/ / '� '�/oo 0O,°,o 000- \� 000 11 \\ \� \�\o cT o00 ZZ 0 o ��/��\ \�\� \% �j;1j� 15. Concrete thrust blocks shall be required at all tees and bends as shown on this plan. Angle fittings required it Z L 1" BRASS COMP. COUPLINGS /\�/. �/.��/.\�/� /� e\ � Q at all change of direction of pipes over 11 1/4' where shown on this plan. ® o a Q ao M 1 MIN. 12" DRAIN ROCK MIN. 1 CU YD. O 1" BRASS CURB STOP AT BOTTOM OF VALVE DRAIN ROCK 16. All services shall be laced at the midpoint of rear lot or side lot line unless otherwise shown on this Ian. LLJ o FOR SUPPORT P P P z ::2 v ROCK CHIPS DRAIN VALV They shall extend post property line into lot as shown on detail. NOT TO SCALE n 0 10 3" ADp 17. Contractor shall verify the location of all other utilities before installing the irrigation pipe. c� 11 LOCATER WIRE 3 T T Z 8 6 18. Contractor to verify location of all landscape lot services with owner prior to installation. 12 3" PVC PLUG 19. Where pipe must be deflected to keep alignment shown on this plan, the contractor shall not exceed pipe LLJ 4 manufacturers recommendations. O 13 MARKER, STEEL 1' POST !� z g 2 20. All valves must be at most 10 from the street Right-of-way, unless otherwise shown. 06 21. All valves at street crossings shall be on both sides of streets. J ""MODIFIED" TYPE A RISER 04 � m Q LONG SIDE SERVICE 22. Contractor shall install plugs at end of fittings that serve areas not included in construction of this phase. W NOT TO SCALE rT� F�. 23. Contractor shall be responsible for verifying all pipe lengths shown on this plan before pipe installation. v Z UJ H 24. Contractor shall be responsible for repairing and replacing disturbed fence and landscaping in order to install 0 PO O new services. Each Homeowner shall be notified at least 24 hours before any property disturbance. ZI- 25. Retain and protect all existing utilities and irrigation facilities. H n 26. Contractor shall install a drain at all low points in the pipe and a pressure relief valve at all high points in r�, Fy o the pipe (even if not shown). �'�'"� ., w Cc U � �27. Wherever the pressure irrigation line crosses the gravity irrigation and there is a conflict, the pressure �' L1J Eno irrigation line shall go below the gravity irrigation line and a drain shall be installed at the low point of each W � location, unless the pressure irrigation line can go over the gravity irrigation and still have a minimum cover of 47 0 U3 30". Z C) W O 28. Contractor shall install pressure irrigation line to depths that match the final grading plan with 30" of U r'r minimum cover. 0� 29. Contractor shall install a service to every lot including common lots, even if not shown. 0U_ SCALE NTS �+ a DWG.DATE 05/11/17 z 0 PROD. NO. 170122 ochi SHEET 15 OF 17 m Q � z o PIR 3 � /SHEETS/170122-PIR.DWG da) w w -o 1 EXIST.SSMH W19 -� l'I ' / it ii _ o 0 STA=23+11.58 _� M �gPRK ' UNPLATT LL ED UNPLATTED J a, a '0_ 5ON NOII� N CU 0 4 y a 25 �SVg� ` 7 ii SHADY GLADE DR. Q, �o n � `� ��5�� I WHITEBRRK �:: r II I 0 0 o goo ExIST1�1c 2 g I ae I:- ,III N v S I Suoolvlstor� No. ( I [ N2 iI ii ``' 1pCN Q N a o n r •o+N '' 2 CT a- -6Pff?- - - - - - ,- - __ -6"PIR- _� �: _ _ ^ - _ - - - - __ - - - it _ ------ ��I -�- - -6'PIR- - _ c c ` n _- VC-•�-- __------- 12"GIR-4 - o i 1�»GIR - ----- -- - ---- - ------ --- --------------- __--� =za��= ------ __--_ __-__�----' -=____- - ----- ----_ � 3 t LOWER WATER UNDER 12 GIRR (12 = 2672.8), Pam- ------- - -----_-_ " --- - == _®____=____ -__ _- _- ____ _ .V C'w EXIST. 6' 11' PER WATER KEYNOTE N2, SEE SHEET GIR-1 to -0 I SSCO W20 N1 I STA=23+63.58 1 I ( I BLOCK 11 � � o a a 12 SC= 24+03 0 1 2 3 4 5 6 7 8 m 13 sL= 32' STREET VICINITY MAP L I sl= z671.0 = �/ Z �.., '0'."' o� c J 1" 300' LIB 2 a I- o TB � � � o S_ n O C y tp U7 d M tlo CQ N N to v% „ o? "a I � V6 ^ to C41 Q to O n V ° 5 o 0 = W8 1 U00 is� CO+ion �ior- a+o ion rn- TB +_ n + n +_ to d r' W 5 _ Si TB N " N N a- N N d-co N to +� v�co Co co '- cfl co + n > w �, 'a AS N N TB N dN r7sFN Mdco 'd N II II II A It N II 0 ,� � (; N3 � 28 a 11 II II a 11 n II n u n tl II u O (!) to V) to to fn (n W U J- o c> c v o > 11RNBLlrO V8 can c-'nin vvi cJnin U J- U J- U J- U J 11 tt tl �.Qo N • I cn cn cn to N cn N N cn H v --�- c� J_ 11 u 11 CO I O 'N.l TB V8 N N V) t.+1.. Z SSMH W20 V6 TB 0.. 0 0 o a g cn STA=24+70.58 95 �h 8 C8 S2 52 T7 S2 S2 a I z Q 4. B SEWER SERVICE U 14 SC= 24+71 � � s - > N I \ X� L Ws ' KEYNOTE LIST T I sL= 30 -- '� c c o SI= 2671.1 s 3 8'W _ g•W v'16 °D --' ` W , 407 LF �8"W _ 8"W Retain and Protect Existing Sewer Main and Sewer Z I J N3 W8 N3 E. SHADY GLADE DR. g T Z ? N3 N3 N3 W8 N3 N3 290 LF N3 SS1 Manhole. Ad Adjust Manhole as necessary to Finished �j o ' " E 9 w o 133' N - p----ice 29�� - - - - - N3 - 3$ O 1 rY f-+> > 0 37 E8 TB 180 104' 110` �F W Grade. c o= g _3 a o c 0 0 S2 I 146 W Contractor shall verify that Sewer Service is Existing. cz _17 (shown on plan in approximate location). If Service I="I a 3 0 2- AL does not exist, Contractor shall notify ngineer and/ SSMH W21 S2 Install new Service per Sewer Note #10 on the Title w al STA=25+35.92 S2 S S2 \ Sheet. Coordinate new Connection to existing Sewer o SC= 25+36 t; SSMH W22 SSMH W23 W Main with City of Meridian Public Works Dept., Chad a C t SL= 66' / f , I STA=32+46.92 W Hamel (Hunter Homes) and Engineering Solutions. o-o= .8 E I 15 I I c� CN n�r _o OR STA=28+85.92 N - ,n •- SI= 2671.1 -J I I + "'n + "' + M N M cV co to M '� M M rn > I V ^ I I NJN NJN N III co (1 � if (0 t7 if e+- III N co J _J N 11 SSMH W24 ^ I I N N -IN N JN N JN M N M N ADJUST RIM=2676.74 I I If II 11 11 11 `n 11 11 �' a 11 "' 11 11 "' 11 11 "' n M N STA=32+95.95 14NAL s I I N cn N N Z N ( (n vs v v N 5S 1ST NG'l / �' NOTES o AV' E d lNV SW=2670.15 / a � INV SE=2670.23 W8 ( I BLOCK 9 1. THE LOCATIONS OF EXISTING UNDERGROUND UTIUTIES ARE SHOWN IN AN 6 6 � o APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT x to o ; ; LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. THE � FA 16 / SS1 ,y�,�'� E8 TB CONTRACTOR ASSUMES ALL RESPONSIBILITY FOR ANY AND ALL DAMAGES SS1 ��,`O CAUSED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ��'1yM ST�L05 s *, 23 22 21 20 19 18 17 16 ALL UNDERGROUND UTILITIES. DIG LINE TELEPHONE NUMBER IS `. �. \ � � i N2 N5 1-800-342-1585. BLOCK 6 2. RETAIN AND PROTECT EXISTING FIRE HYDRANTS, SEWER AND WATER ' w m Q S J 17 \gyp, `, � Z o ` a+S SERVICES AND MANHOLES. RESET MANHOLES AND/OR METERS TO NEW Z zowoo s' FINISHED SIDEWALK OR NEW FINISHED STREET ELEVATIONS, EVEN IF NOT I=a �,` SHOWN. m �� - ; 3 Fq _ _ _ _ T T ( 3. CONTRACTOR SHALL FIELD-VERIFY THAT ALL SERVICES ARE EXISTING AS Z o m W I 6> - '- 4 -�-' - - - - �--- i-�= - - - - `-� -1- 1 r -'- - - - �" �' 4 PlR �� SHOWN PRIOR TO PAVING OR CONCRETE CONSTRUCTION BEGINS. - - a �; Z Z G a1S. �1 T I PlR I I �_ �- 1 - - - - - - - - - - ' z Z z 4PIR- - - �QtS'l I I - � ,- - - - - 4aoQw 7 �� I ( � I CONTRACTOR SHALL INSTALL ANY MISSING SERVICES AS NEEDED. o o SS2 �A ` . . .F / I I I EXISTING SOUTHERN I HIGHLANDS I W o SUBDIVISION NO. 3 Z W SEE SHEET S-2 2 40 0 40 80 120 4 2 0 4 8 12 Z Nzo �c � C, z o ZZZaw z m m 3 rnz .. r- o SCALE IN FEET SCALE IN FEET WATER LIST OF MATERIALS - w o z HORIZONTAL SCALE VERTICAL SCALE ITEM DESCRIPTION W6 Water Main, 6" PVC, C-900 = a o 23 20 23 60 24 00 24 40 24 80 25 20 25 60 26 00 26 40 26 80 27 20 27 60 28 00 28 40 28 80 29 20 29 60 30 00 30 40 30 80 31 20 31 60 32 00 32 40 ws Water Main, 8" PVC, C-900 C �, M 269 2692 V6 Valve, 6" Gate, Fl . x MJ '` °00 CD (� V8 Valve, 8 Gate, Fig. x MJ ® �' x Z Tee, 8" x8" x6" MJxMJxFig. CnQ 00 T26 Tee, 268 2688 I� 8" x s" x 8" All Flg. - � � I 00 W O Adaptor, 8=, Fig. x MJ Q oo � V = C$ Cross, 8" x 8" x 8" x 8", All Fig. w o v 2684 `� a ~ R13 Reducer, 8" x 6", All Fig. a, Ill 2684 N � o co W M E3 Elbow, 8 , 11 1/4, MJ x Fig. o a o ci �- o °p o ��, E8 Elbow, 8", 11 1/4% MJ to LO co No n h N �, 0 � E13 Elbow, 8", 22 1 2, MJ x F) to to Ij, v N o a� �' FINISHED G DE AT SEWER N a II `� �► to / • 9 268 0 ,, +N N r ob N - o �.N ,� a 2680 E18 Elbow, 8", 22 1/2', MJ W N©�,M 11 3 N it o G',`n it SrIST7NO GR0 ND AT SEWER = II J 1 w N ti if if _ ,;`"o N N - -- E28 Elbow, 8", 45, MJ LL o cn ao r-; H Fire Hydrant Assembly Complete N U N to - - -- N to d c� cn�, - - - - _ - - O per Std.s W7 and W9. Q n_ E 267 -- - - -----_ --- -- -- -_ - _ - -- � -- - - - - - 2676 82 Blow-off, 2" per Std.s Dwg. W13, z o O Including 8 Valve to i �[ _ 12" GIRR �+ !� z V S1 Single Metered Service Connection, 1", with 3/4" Meter and Fy w �2°SD O 3/4" Meter Setters, per Std.s W1, W2 and W5. C) rz 267 2672 ~ n- CO CTOR SHALL VERIFY Double Metered Service Connection, 1% with 3/4" Meters �j � cr a HORIZONT & VERTICAL LOCATION 8 S2 and 3 4" Meter Setters per Std.s W1 W3 and W5. F-•1 ~ `V OF EXIS NG SEWER PRIo TO / , p W CONSTRUCTION. CONTRACTORSHALL z z V) NOTIFY ENGINEER OF ANY VARIANCE 357.0 LI P.C.C. Thrust Block per Water Note i, (As required even if O M"'{ o Q 266 0 EXISTING DATA. " PVC 0 0. 2% 2668 not shown.). See Water Note 1 on Title Sheet and ISPWC Q v i- 105.0 L " 61.3 LF 15" PVC ® .22% SD-403. (� }� cWn 06 CD 15' PVC ® 0.22� 5 PVC 0 0.2 % o " " " " " " u After Agency has closed Existing Valve A , B or C , the t��1�---�� W N1 Contractor shall remove the existing Blow-off and Thrust 1� � vi Block to complete the interconnection as shown. Z Q W 2664 2664 See Water Note No. 2 and Sewer Note No. 2 on the Title O,-) r ^^rn .... n P N2 Sheet. (Adjust Water Main as needed, to Maintain Minimum d171- toCO Lo 04 co to Separation}. O SCALE 1"=40' 1"=4' • U {t COco II U N L0 U- HQRIZ VERT CO C°i � co w `�' See Water Note No. 3 and Sewer Note No. 3 on the Title 266 �' 0 N 11 11 1 i-- II w 1r z w 2660 N3 Sheet. DWG.DATE 05/11/17 _ W - S. TWILIGHT o ? �, j �, O -� PROJ. NO. 170122 rls � > � o �_ > - Retain and Protect Existing Water Service (Pigtail and Z O Z E S� ADY GLADE DR z II Meter), Adjust as necessary to Finished Grade. (If Service O N4 p. SHEET 8 OF 17 in r = does not exist, Contractor shall notify Engineer and Install n M ST WAY `U `- new Service Per Std.s W1, W3 and W5. 265 ` maw 2656 Deflect Pipe Per Manufacturers Specifications and W ~O F' S. 1 23+20 23+60 24+00 24+40 24+80 25+20 25+60 26+00 26+40 26+80 27+20 27+60 28+00 28+40 28+80 29+20 29+60 30+00 30+40 30+80 31 +20 31 +60 32+00 32+40 N5 Recommendations. LL O Z p /SHEETS/170122-SS.DWG -------6�W UNPLATTED JV ---- ---- 111Q1/� - ---- — N co o a> U) Piazz--- ----------------------- ---------- _=---- -------------------------------- 8f' IR --- — LL ++ a ° a a� � d 4 N FUTURE V 6 a E G.7 T1 •� C L A•- O t: C.F-. N .... O E. SHADY GLADE DR. CL C 2:� a s Q 6 7 8 9 /V o p -in -S v v V .'-, 05 t �- � U T O_ 10 4}-0\ N•U O V N 0 v v v O d c c CD \� O Cn w Cat F N 000 rN r- co TB 1F r7 d V ow o �• �w z M to M con MCD� N � � � CL O p TB N N d N M `*'N C� J 11 U J I) U J 11 11 , ° n v H N (/) N fn to N cn fn CJ J LI 6 a E o'oc � �o V6 cn to cn "d T N O � C T TB fn Of U O O_W O7 � c T7 S2 S2 � c N,,, 18 STREET VICINITY MAP _� - 02 .•. 3 U 87 A. s 32k88 z S2 TB _ d U 8 2 1 4-` C•� t O O ((�-O� N y C fo \ L4 � � E3 S�� -IA3 F- o �•� W W8 N3 N3 290 LF 8"VY N3 51- o W — — — — N3 — 3S s 0 W � � � � U „ � ' o a - 15SC(� 104` 110 ` N O y y E. SHADY GLADE DR. 146 3 O o o o L TB 11 o o 1$ � � 3 vw o..r . -, 0 W \ • \ U T � Q BLOCK 11 SC= 33+17 U y N W S2 140' ' < 5 w � �� ;;�o �w _I SSMH W23 N3 S{= 2674.5 WATER LIST OF MATERIALS S2 .� � �c _ ^ STA=32+46.92 tQ 00 MCN + M + M M N M M J ITEM i/WWUPT�N DWVIUI IIVI� c NJN M 11 N M I) N CO N " „ „ > Eo S. J N n SSMH W24 \ 0 0 0 n "' n n �" u n "' n M N N STA=32+95.95 ` u' 2 W6 Water Main, 6 PVC, C-900 S1 Single Metered Service Connection, 1 , with 3/4 Meter = N ` g v' v "' n N N cn S2 o w8 Water Main, 8" PVC, C-900 and 3/4" Meter Setters, per Std.s W1, W2 and W5. c o = o F ,. p V6 H V6 Valve, 6" Gate, Fig. x MJ Double Metered Service Connection, 1", with 3/4" Meters Q ` w 0 S2 � � - W, --ao „ and 3/4" Meter Setters, per Std.s W1, W3 and W5. o s O o W o- W6 ° V8 Valve, 8 Gate, Fig. x MJ -.:: o 12 SC_ 33+99 " P.C.C. Thrust Block per Water Note 1, As required even N =N a. SL- 45' O Tee, 8" x 8" x 6" MJ x MJ x Fig. P ( 4 o = y a s O if not shown.). See Water Note 1 on Title Sheet and N3 SI- 2675.1 T26 Tee, 8" x 8" x 8" All Fig. ISPWC SD-403. 19 18 17 16 CC" t a .Y ai aUi\p 'b a—i O --cn a aoi Z OAdaptor, 8", Fig. x MJ After Agency has closed Existing Valve "A" "B" or "C" BLOCK 6 o s B2 TB , \ - ` Cross, 8" x 8" x 8" x 8% All Flg. N1 the Contractor shall remove the existing Blow-off and S1014AL E�r� i N2 " " Thrust Block to complete the interconnection as shown. �ct,5��1STE l p 1'•._ '� ssCo w26 R13 Reducer, $ x 6", All Fig. W6 „W �r LF W8 "' TOE STA=11+$5.00 E3 Elbow, $", 11 1/4', MJ x Fig. See Water Note No. 2 and Sewer Note No. 2 on the7. — — — "r„_ $ oo-� N2 Title Sheet. (Adjust Water Main as needed, to Maintain 6360 4 PlR— — -� 1�_ — ____-�__ — .... — _ _ — >— — — r--•-- — — � � \ �t�k 1� —fir " -I-IT — — — — — — — — — — 4 P!R— -� — — — — Elbow, 8 , 11 1/4, MJ Minimum Separation). ( I I of TB A8 A8 Vg 26 \ �,, �cH ..=�i , , '\ E13 Elbow, 8 , 22 1/2, MJ x Flg. See Water Note No. 3 and Sewer Note No. 3 on the ��'� O� I I I I SSMH W25 `\ \� g N2 i i \ O " N3 Title Sheet. N 4 E18 Elbow, 8 , 22 1/2, MJ STA=34+80.95 i 4"p(R' \ Y W ). 3 � I I G -� — , � � Elbow, m o Q = STA=10+00.00 \ � � 40 20 0 40 80 120 8" 45' MJ Retain and Protect Existing Water Service (Pigtail and W '72Meter), Adjust as necessary to Finished Grade. (If w , I I I I N1 � H Fire Hydrant Assembly Complete N4 Service does not exist, Contractor shall notify Engineer o I 12 I 13 ( 14 I 15 \ , ` 0 per Std.s W7 and W9. and Install new Service Per Stds W1, W3 and W5, o SCALE IN FEET W = HORIZONTAL SCALE \ B2 Blow-off, 2" per Std.s Dwg. W13, O Deflect Pipe Per Manufacturers Specifications and z o W ZNZz 9t0& 6 ` \ \ 4 2 0 4 8 12 Including 8" Valve N5 Recommendations. Q g o ¢ W z 1 J g W 0 Er !' N oZN00 SCALE IN FEET -' o I I EXISTING SOUTHERN VERTICAL SCALE a Z Z w � ow0 I HIGHLANDS SUBDIVISION I I I NO. 3 � 1 ¢ ZSpW3 . W> NOTES � m 14 1. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE a O ___ ___ I �i !r-8 ON �R SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR � r- o lBOW CANY ! SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING y S. 60 \V UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR � N 12 30 40 30 80 31 20 31 60 32 00 32 40 32 80 33 20 33 60 34 00 34 40 34 80 35 20 35 60 9+60 10 00 10 40 10 80 11 20 11 60 12 00 12 40 CAUSED BY HIS ALL RESPONSIBILITY F��uRE TO EXACTLOR Y LOCATE AANND' 'cEs ® M o 269 2692 269 2692 PRESERVE ANY AND ALL UNDERGROUND UTILITIES. DIG LINE � O 00 TELEPHONE NUMBER IS 1-800-342-1585. U W o W 2. RETAIN AND PROTECT EXISTING FIRE HYDRANTS, SEWER W z � `� o AND WATER SERVICES AND MANHOLES. RESET MANHOLES o co o ono• � AND/OR METERS TO NEW FINISHED SIDEWALK OR NEW F a � o0 0 - FINISHED STREET ELEVATIONS, EVEN IF NOT SHOWN. �� V ¢ z 268 0 2688 268 - N-.00 2688 3. CONTRACTOR SHALL FIELD-VERIFY THAT ALL SERVICES ARE ® o o W �o de.°; w ca II + EXISTING AS SHOWN, PRIOR TO PAVING OR CONCRETE ackw o U = N _ 2 N o ( z �o� n CONSTRUCTION BEGINS. CONTRACTOR SHALL INSTALL ANY z N rn Sri a, ,n c o v0 N J 1 w o MISSING SERVICES AS NEEDED. -ft " 00 Lo C14N a II + +M } o II cQ N.- FINISHED GRAD AT SEWER o o+ �'�� FINIS ED GRADE AT SEWER 2684 .N _ N 2684 2684 F 2684 c °� N co o `n + N a d o to 00 O G W u +o d n +M EXIS77NO GROUN AT SEWER $ cn d-X�N 1JJN EX/S G GROUND AT EWER M GRADE TO (n 0�MM ��M o Vim ¢ ¢�' MATCH EXISTING E_ w II ``' a� cn cn cn�, GROUND W cn (nn ooW� L �� U_ _ 268 N �W��' __ 2680 268 _ _ __ _ 2680 267 2676 267 N2 ^ z 8�� 2676 � � � z O� O � U z F- M� � � J r� O 267 2672 267 2672 �+ N z � z f--- \ 45.0 L 181.0 LF 183.0 LF O r�1 o n 357.0 LF 15" PV 15" PVC ® .22% 15" PVC r 0.22% !�f �- A W W " PVC o. 2% 0 0.22 _ j � 266 2668 266 2668 E w 8 z O wV) N O f►/1 2664 N N N `� 2664 2664 CR N N `° 2664 W o N n ctoo � ^ `� O 1"=40' 1"=4' II N N to 4LOII SCALE HORIZ VERT N N U_ N II h- Z N N 11 n n z � z o 1 � > o z o _ J DWG.DATE 05/11/17 266 " z 2660 266 2660 z Q PROD. NO. 170122 rls - r o a sHEET 9 of 17 E. SHADY LADE DR. S . SOLSTICE S E. LM�. HLANST. Co < w _2 265 2656 265 2656 O_ z o 30+40 30+80 31 +20 31 +60 32+00 32+40 32+80 33+20 33+60 34+00 34+40 34+80 35+20 35+60 9+60 10+00 10+40 10+80 11 +20 11 +60 12+00 1 ?+40 /SHEETS/170122-SS.DWG Q + ' J zu, Q 0O �� E 2 EXIST.SSMH W19 tt , II s f. ,III LL. "- a a STA=23+11.58 gPR �, v o N �� No. 2 °I J � Lr �T -I T 1 ��5� PRE 25 s Ey,\5�� c,�ON `�'u +�+ Cl) >L p o �o WKITESARK � f� .� �80� 7 E. SHADY GLADE DR. N p � � o� �.� �T1NG �: 5 , „ C S�g I gDNISION 2StJ � a- - - - - - - - - --- -- - N2 —6'PlR— ------ - - - - - - - - - - - - - - — — - - 6P1R ,- - - - - -6 PIR- - - - - - - - - - - - - - - — — -- ---� __._ � �„_ PIR ,.., -,,. III � � �� Q (� �.��•L i -----------12''VC�--------- 12 GIRD— 1 GIR =_ -_--_____ __----- - - 3 0 � a LOWER WATER UNDER 12 GIRR (12 = 2672.8), - - aW a � I � PtR------ - N V �o EXIST. 6' 11' PER WATER KEYNOTE N2, SEE SHE GIR-1 Q o I SSCO W20 ._ c I STA=23+63.58 I N1 E ' °' � } _ I I N O I I s ( °° ( 1 JL mT= 0 I I I 12 2 3 �l 13 SC SL= 32' g STREET VICINITY MAP ' 3 I � I I O U SI= 2671.0 U- _ N o TB Oo3 '0 _ W8 ;6 +_ o +_ +_ o0 � C,-5 _- _— CIA c0^ tC tp to f` tC^ 11 1 D if �n o y v / I S1 J Nd N Nd N Ns{N •>. 6J sac . o / 0 3 g u o u n �i a u e O - DRN/BL4Y0 V8 cU) i in V) i v� v�i v'i ° vi I to TB V8 CLZoa�� e SEWER SERVICE o / I SSMH W20 a. LL O '.� •- , STA=24+70.58 95' �. 28 c8 s2 s2 KEYNOTE LIST Q U o I � � oOE 1 1N�66828 j„ I ' . - { / / _ 14 SC= 24+71 �s �� Retain and Protect Existing Sewer Main and Sewer L y.¢o i `� c� o I SL= 30 \ Xo� L W6 W SS1 Manhole. Adjust Manhole as necessary to Finished - oA ► SI= 2671.1 3 8"W Grade. ` Z z �' N3 407 LF W w Z I �� 133° `� Contractor shall verify that Sewer Service is Existing. 0 o o N BLOCK 9 o I �o � N � fY 9• in (shown on plan in approximate location. If Service o E. SHADY GLADE OR. / \ ��\ S2 3� E8 TB� E. SHADY GLADE DR. (� does not exist, Contractor shall notif ngineer and c a= 3 Na �� \ � m i SS2 Install new Service per Sewer Note 10 on the Title Q a U 0 N N T — — — — — -- ---- � \ z v' I $s ;:1 - '�, : ; Sheet. Coordinate new Connection to existing Sewer N y � ,. s Main with City of Meridian Public Works Dept, Chad v o s o q X ��/ SSMH W21 S2 W Hamel (Hunter Homes) and Engineering Solutions. W t o SC= 25+36 �( STA=25+35.92 y y O 0 15 SL= 66' w o- o - ID_� oo � q E i S1= 2671.1 i i + ``�i + ' z , N _iN N JI to N ADJUST RIM=2676.74 / / i i �� (n n n Cn u 1 \ 10 RIM=2676.83 N ��0�� INV SW=2670.15 ; 1. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN _Jo INV SE=2670.23 W8 APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT 4' ` LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. THE BLOCK 9 CONTRACTOR ASSUMES ALL RESPONSIBILJTY FOR ANY AND ALL DAMAGES u, o 8 / `:�FA 16 �2' I CAUSED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND �a ?'•gT I t I l�'� \ SS1iN ES ; ; ALL UNDERGROUND UTILITIES. DIG LINE TELEPHONE NUMBER IS ''�'l 0 FA �` �, I 1-800-342-1585. SS1 \\ `� ` `� co � s I I M.SZ i 23 22 2. RETAIN AND PROTECT EXISTING FIRE HYDRANTS, SEWER AND WATER \ s I I SERVICES AND MANHOLES. RESET MANHOLES AND/OR METERS TO NEW FINISHED SIDEWALK OR NEW FINISHED STREET ELEVATIONS, EVEN IF NOT �. I I w ,nxv 17 \ . . I , SHOWN. o W `� ; ; 3. CONTRACTOR SHALL FIELD-VERIFY THAT ALL SERVICES ARE EXISTING AS z W a W o SHOWN PRIOR TO PAVING OR CONCRETE CONSTRUCTION BEGINS. _" \ ' N\GN�,NF\ � �6. \ s �. . - _„_ - - CONTRACTOR SHALL INSTALL ANY MISSING SERVICES AS NEEDED. z o X T W \ Ov�NE NO. � � �`9� � aoaW O l � � � 6' � o o �� / tea``�>n 6 6,'6 ' SS2 FA . . FQ / I J o Z a SS 24 O g i E8 �'� s'� `� / / I o ZZZWW = 00w 3 \\ , sue •� <� S2 0 �F / I WATER LIST OF MATER� W o Z o / 9 / s7 S1 N3 / E8 �`� F •` I ITEM DESCRIPTION \ O c�� o W6 Water Main, 6 PVC, C-900 � o p 19 SS2 1 � 10 `�,' F g'�' SS2 F 25 /^\ FA <`,�� I W8 Water Main, 8" PVC, C-900 \ j I V6 Valve, 6" Gate, Fig. x MJ `mac, , -,--r\2 / \� �� FQ I g © �M o BLOCK 9 \\\ r°� Cr , ' N3 a W, / °Q��/ \ F q O Valve, 8" Gate, FIg. x MJ Ac 00 CN N5 `o�,-� s�� / �� '`\\ ��-v \ T7 Tee 8" x 8" 6" MJ x MJ x Fl . W o V) a F e� �1� Tee, 8" x 8" x 8" All Flg. �V o -o STti � r "��c� .' SS2 \/ 7 \ ``R \ " z o c o.<" N3 \ 26 / \ \ \ O Adaptor, 8 , Flg. x MJ �� V Q a°o 2 O� \ r° O 2�`` BLOCK 6 \ `� \ �" O Cross, 8 x 8 x 8 x 8 , All Fig. trFe 00 //O,y 41 \ \ SS2 \ �/ � W6 �� S2 �.� �, BLOCK 6 / \ \ `� 13 Reducer, 8 x 6", All Fig. fte Z - ti 14 �. O Via. Q, Elbow, 8", 11 1 4', MJ x Fl N o N3 V6 H Fo / \ E8 Elbow, 8 , 11 1/4, MJ SS2 // \\ / / E13 Elbow, 8", 22 1/7. MJ x Fig. \ RIM=2679.50 '� '% ' W8 1-0 27 /\ 6 \ / /NV-2670.85 Elbow, 8", 22 i/2', MJ \ 1 QJ��J \\ Q Elbow, 8", 45% MJ !� \ / �_ �. \ c SS j .roe �;x // \\ \aG�C3 'S \\ / H Fire Hydrant Assembly Complete o per Std.s W7 and W9. Z 16 0. /g" \ T°� ` /// \\ �� 62 Blow-off, 2 per Std.s Dwg. W13, M Including 8 Valve IliLd \ 28 /�/\� 5 \\ / Single Metered Service Connection, 1", with 3/4" Meter and 1•�■1 °� W ;/ / \� T°F / \\ \\ / S1 3/4" Meter Setters, per Std.s W1, W2 and W5. "� z / / \\ \\\ / S2 Double Metered Service Connection, I", with 3/4" Meters H and 3/4" Meter Setters, per Std.s W1, W3 and W5. 1ti r0 06 7Siy!,Q / / \\ / P.C.C. Thrust Block per Water Note 1, (As required even if Z o W \ J�' O �Ji// \ / \ / O W U cri tii / r 4 not shown.). See Water Note 1 on Title Sheet and ISPWC Q w 2iy�� \ \ SD-403. U �{ cn �J \ f / \ � O`S' After Agency has closed Existing Valve "A", "B" or "C", the Cr. t�t-�� N1 Contractor shall remove the existing Blow-off and Thrust �•,- Fes+ Block to complete the interconnection as shown. Z O \ / 2 � \ � \ \ See Water Note No. 2 and Sewer Note No. 2 on the Title �.,, O BLOCK 6 \\ \ N2 Sheet. (Adjust Water Main as needed, to Maintain Minimum T; / \ \ Separation). LO 11- SCALE 1 HORIZ \ \ N3 See Water Note No. 3 and Sewer Note No. 3 on the Title O 0 \ \\ Sheet. W DWG.DATE 05/11/17 Retain and Protect Existing Water Service (Pigtail and Z > PROJ. NO. 170122 rls 40 20 0 40 80 120 N4 Meter), Adjust as necessary to Finished Grade. (If Service z 0 1. does not exist, Contractor shall notify Engineer and Install p„ SHEET 10 OF 17 new Service Per Std.s W1, W3 and W5. C] a. SCALE IN FEET m Q L,j HORIZONTAL SCALE N5 Deflect Pipe Per Manufacturers Specifications and W F- F-- Recommendations. Q S-3 Z QO /SHEETS/170122-SS.DWG L BLIIOFF�-� � 1 BLOCK 11 2 O °c � aa� � X 4 ' � �> d C N Ii. U ny a� N. 1 D DI #5 -- oy �,. I �23+50, � 17.0' L CL C LyU-a oa pTC=2675.63 E o �NGRATE=2675.36 4 y� VN.yt '�`-- ' 1 a U) N n N S 14 - . - - _ . - . - . - . _ - . - . - . - . _ - - - - U � � NITOR 0 I - a. s �, �'-Ns SEEPAGE BED 4 DATA wEcc I ryoo "w a. L N 3 p I �� SEEPAGE BED #3 DATA n. y- 1 E. SHADY GLADE DR. c T DI 7 ° 10�0p cV rn - m o o.w m X ° _ , -- - DI #5 .N U o STA. 11+60.58, 17' LT 1 A DI #6 -= N - y w a: ? STA. 23+50, 17 LT o o 3 d y INLET CATCH BASIN, TYPE IV, (FOR ROIIED CURB) ACHD ° : �, 23+50, 17.0 R 15"s F � Z y SUPPLEMENT TO ISPWC SD-604A, WITH 1' SUMP ° '�'`J " INLET CATCH BASIN, TYPE IV, ( OR ROLLED CURB) ACHD O 0 o c TC-2675.63 3 5 LF, 15 PVC SUPPLEMENT TO ISPWC SD-604A, WITH 1 SUMP GRATE = 2676.59 �, ` o / GRATE=2675.36 �- GRATE = 2675.36 LL " a s o 12' INV. OUT (W) = 2674.00 ,- b _ . - . - . - . - . _ . T . _ 12' INV. OUT (S) = 2673.10 V _ o a 30 LF OF 12" AWWA C-900 PVC 0 S=-0.67% TO DI 8 - - - - M W - Q(25)= 1.08 cfs V(25)- 1987 cf # I ° . 30 LF OF 12 AWWA C-900 PVC ® S=-0.67% TO DI #6 � _Q ° Q(25)= 1.76 cfs V(25)= 3229 cf O F- 3 a o y o Q(100)= 1.45 cfs V(100)= 2765 cf I / ��_ ° ° Q(100)= 2.35 cfs V(100)= 4493 cf DI #8 / SGT #3 Z o o y ! l STA. 11+60.58 17' RT o a 23+58.01, 24.8' R DI #6 {L O o o INLET CATCH BASIN, TYPE IV, (FOR ROLLED CURB) ACHD I a N C °O RIM=2675.79 STA. 23+50, 17' RT Q (.) a SUPPLEMENT TO ISPWC SD-604A, WITH 1' SUMP ( / SDMH #5 INLET CATCH BASIN, TYPE !V, (FOR ROLLED CURB) ACHD " D Q O Q / SUPPLEMENT TO ISPWC SD-604A, WITH 1' SUMP 1 "•5 o 23+50, 22.2 R 3= �•-N GRATE = 2676.59 � I � � � „ „ 12" INV. IN (E) = 2673.80 1 / W� / r r RIM=2675.71 GRATE = 2675.36 Q a U " ° r r t2 INV. IN (N) = 2672.90 , 4 12 INV. OUT (W) = 2673.70 1 15 z / I t " o a o s � �,�,•y c a>/ c, / r r 15 INV. OUT (S = 2672.65 = o C - �' r r 3.5 LF OF 15" PVC 0 S=-2.86% TO SDMH #5 r--1 c a 3.5 LF OF 12" PVC (� S=-2.86% TO SDMH #6 ( ° 1 1 Q; a Q(25)= 0.88 cfs V(25) 1739 cf I / / t t Q(100)= 1.27 cfs V(100)- 2419 cf I i ' Q(25)= 1.64 cfs V(25) 3229 cf A ' s / ° r r 0(100)= 2.35 cfs V(100)= 4493 cf U U - � y � o � ��o SDMH #6 o9SDMH #5BLOCK 9 STA. 11+6 .58, 22 RT STA. 23+50, 22' RT 48"0 STORM DRAIN MANHOLE (SHALLOW MANHOLE TYPE I 3 48 0 STORM DRAIN MANHOLE (SHALLOW MANHOLE TYPE I, RAISED INVERT & PRECAST BASE, SHEET DT-1), WITH 2 SUMP 6' RAISED INVERT & PRECAST BASE, SHEET DT-1), WITH 2 SUMP a = o z RIM = 2676.93 (MATCH SIDEWALK) P, DI #8 11 / i i RIM = 2675.71 (MATCH SIDEWALK) 12" INV. IN (E) = 2673.60 (FROM DI #8) T - _ 11+60.58, 17.0, R / °° 15" INV. IN (N) = 2672.55 (FROM DI #6) AL TC=2676.86 1 1 �5 �ZSTE G'l # GRATE=2676.59 / - t I 15 INV. OUT (E) = 2672.45 (TO SGT #3) 12' INV. OUT (S) = 2673.50 (TO SDMH 7) / ° 12" INV. OUT S) = 2672.95 OVERFLOW TO BED) 1ol R rG 21.0 LF t2" PVC, S=-0.95% (TO SDMH #7) / I 4 LF 15" PVC( T ( SDMH 7 `\ FA MW#9 SDMH }#6 / / & 1# 3 S 2.5% ( O SGT #3) # 0 11+60.58, 22.0 R STA. 11+87.38, 22 RT \ \ / 1 t 48"0 STORM DRAIN MANHOLE (SHALLOW MANHOLE TYPE I, 16 ,� RIM=2676.93 / 1 , SGT #3 `\ 23 1000-GALLON SAND AND GREASE TRAP (TRAFFIC RATED) WITH RAISED INVERT & PRECAST BASE, SHEET DT-1), WITH 2' SUMP SDMH #7 / 20" BAFFLE SPACING OF 0 G RIM = 2677.13 (MATCH SIDEWALK) �A \` .� `�� 11+87.38, 3 / i STA 23+58.01, 24.8' RT. CL STRUCTURE 12A INV. IN (N) = 2673.30 (FROM SDMH #6) �� ` 22.0' R I /��\ i RIM = 2675.79t (MATCH SIDEWALK) ) 12 INV. OUT (S) = 2673.20 (TO SGT #4) \\ FA `. RIM=2677.13 S I t " " FA \\ `�,� O� °o ! 128 lF `\ 1 1 15 INV. IN (W) = 2672.35 (FROM SDMH #5) m o 12 INV. OUT (W) = 2673.70 (OVERFLOW TO BED) \\ #4 vcl ! Q TOP OF BAFFLE OUT = 2672.25 Z w I t 18 INV. OUT (S) = 2671.50 (TO SEEPAGE BED #3) 5.5 LF 15 PVC, S=-1.82% (TO SGT #4) `. `� 30 a I I SGT #4 ti �? ` ° r r 23.0 LF 18 PVC S=-O.O% a W 1000-GALLON SAND AND GREASE TRAP (TRAFFIC RATED) WITH FA ��` �2�,LlF `9©�� FA 1 1 " (TO SEEPAGE BED #3) J w 0 20' BAFFLE SPACING 1 t µ `\ ' gi 1 1 OVERFLOW TO SEEPAGE BED FROM SDMH #5 a 4 w \ , \ I I O p STA. 11+98.38, 24 RT. (CL STRUCTURE) F. \\. FA y j ° o. ti ° I 1 27.5 LF 12M PVC S=-O.O% (TO BED) z N Jo , o � RIM = 2677.24t (MATCH SIDEWALK) 18* !,� ,� \\- FA i 12' INV. AT BED = 2672.95 o w o 12' INV. IN (N} = 2673.10 (FROM SDMH #7} 17 SGT 4 5.5/tF, 12"P)GC / FA i i _ " w TOP OF BAFFLE OUT = 2673.00 FA # / / r r 18" INV. AT SEEPAGE BED #3 - 2671.50 N w} - " \. . . / \ , > pzmm 18 INV. OUT (W) = 2672.25 (TO SEEPAGE BED #4) FA 11+98;38, / DI #7 �lyrj 1 1 12 INV. AT SEEPAGE BED 3 = 2672.95 � z o 24.0 R / Cb \ . FA o t 1 z " RIM=2677.24 ,2 / 11+60.58, 17.0 L\ TOP OF ROCK = 2674.5 �A . 17.0 LF 18 PVC S=-O.O% (TO SEEPAGE BED #4) \\. FA / oo TC=2676.86 \\ TOP OF SAND = 2666.5 (SEE DETAIL, SHEET DT-2) GRATE=2676.59 0 OVERFLOW TO SEEPAGE BED FROM SDMH #7 / / �� FA 24 HIGH GROUND WATER IS BELOW = 2663.5t o 0 21.6 LF 12" PVC S=-O.O% (TO BED) s 12" INV. AT BED = 2673.7 �: ° / FA N °�° U) (o 18" INV. AT SEEPAGE BED #4 = 2672.25 to00 a° 12 INV. AT SEEPAGE BED #4 = 2673.70 \ . / SEEPAGE BED #3 W 'ter x TOP OF ROCK = 2675.5 / / a `\ / HE o TOP OF SAND = 2666.5 (SEE DETAIL, SHEET DT-2) / / \`\ . �A / 24.5' W x 131' L x 8' D W � Q r, o HIGH GROUND WATER IS BELOW = 2663.5t / '( / \`\- Q� 00 ^ o ° , / / SEE SHEET DT-2 FOR BED DETAIL OIr Q Z w -o Fq \ / W CD co cy) N SEEPAGE BED #4 ' ' ' Fq // Q �� \\/30' W x 55' L x 9' D / /' 25 \ SEE SHEET DT-2 FOR BED DETAIL ° / SEEPAGE BED #4 SEEPAGE BED #3 Z SEE SHEET DT-2 FOR DETAILS SEE SHEET DT--2 FOR DETAILS aC � z 20 10 0 20 40 60 �y m r � w o� � z � SCALE IN FEET 0 z *04 N M MONITORING WELL DATA NOTES ACHD NOTES p � o CONTROL POINTS NORTHING FASTING 1. SEE SHEET DT-2 FOR SEEPAGE BED DETAILS �- C-N 1/16 CORNER SECTION 32 689,812.2 2,462,238.9 AND BED MONITORING WELL LOCATIONS. U 1�y CI) N-W 1/16 CORNER SEC110N 32 689,818.1 2,460,902.9 2. SEEPAGE BEDS SHALT.. HAVE A MINIMUM OF � 1.5' OF COVER. t. SAND AND GREASE TRAPS SHALL BE IN COMPLIANCE WITH Eno MONITORING WELL ACHD STORMWATER DESIGN MANUAL BMP 01. F-- NO. NORTHING EASTING Z O V1 MW #6 689,626.4 2,462,106.2 2. ELECTRONIC MARKERS ARE REQUIRED ON EACH CORNER OF MW #7 689,481.2 2,462,107.5 UNDERGROUND INFILTRATION SYSTEMS. CONTRACTOR SHALL r` 0 MW #8 689,520.2 2,462,003.8 PIPE NOTE COORDINATE WITH ACHD INSPECTION FOR PLACEMENT OF THE MW #9 689,541.7 2,461,942.2 MARKERS PRIOR TO BACKFILL.ING. ACHD IS CURRENTLY ry 1. ALL PIPES CALLED OUT AS PVC (EXCLUDING SUPPLYING THE DEVICES. O SCALE 1"=40' MONITORING WELL NOTES In u- AWWA C900 OR AWWA C905) MAY BE ASTM o 1. PLACE MONITORING WELLS IN SIDEWALK OR BACK OF D 3034 SDR 35 OR ADS N-12HP. 3. CONTRACTOR SHALL CALL ACHD FOR INSPECTION OF THE /11/17 WALK WHEN POSSIBLE, VERIFY WITH ACHD OR ENGINEER IF ( ) DWG.DATE O5 NEEDED. STORM DRAIN SYSTEM. � � 2. MONITORING WELLS SHALL BE INSTALLED PER 2015 ACHD Z O PROD. N0. 170129 SUPPLEMENTAL TO ISPWC STD. DWG. NO. SD-627. 4. 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I M, N ��, Qo Q 26j� N1 SG N1 1 u 11...- 1ti� 1h� 16� �� g� �� SEE SHEETBDT 1 _ v _ _ _6 P/R- - - - - �� - - = - I u 1• �61 1 _ 1_ _ �61�' 61OO' 618 6� END i.5 HIGH BERM sL. y ..� .ter._. ..._ - ..... _ ------- - - - 12GR-- ----------- 12GIR -- ------- - - - --- - ------- ----- - - - - - -- - -- -- -- ------- ------- -- -- - - 261 1,� �6 .9y � - 6 Luc 1 ti 6 ti 2675.73f 7 .t ��' '� �'- �-'� - -- _. >- 26 5.73 1.5 HIGH BERM, ( MATCH EXIST. ,¢ MATH EXIST __ 0 3 3 C E S. SEE SHEET DT-1 co�V s 2 E y 0 d I 5'SW :1 8� 18 5'SW BLOCK 11 0.. m o aw ma 13 j ! C1 C1 1 12 2 3 4 5 6 7 $ 22 00-4 s 10 �� 1 wr' 7 fi ` 'C 3'C O � o I C2 C U N #Q I N1 V - - W _^ �f � � ooao� o Lea= � ---- 22+39.37 HP 22+39.37 HP 1 '3��•-' o o��„ o oll 2676.21 22+ .37 2676.21 o 29 2% 23+33.56 23+50 a S o o p 23+87.65 24+73.65 25+59.65 26+45.65 27+3t.65 28+17.65 29+Q3.fi5 29+89.65 b (- z " 2675.72 2675.63 30+12.03 GB ti o N N3 ( 22+45.45 2675.36 FL 2675.82 2676.25 2676.68 2677.11 N 2677.54 2677.98 2678.41 2678.84 2678.95 �00,. fs. 0 � °'" �•- a N C2 o I 2676.18 ` Q (� �' p a w o g I; 14 s s o cv "ao-- _._ _. _ O 3 co to arowrav®$ k s- 30+44.44 ` c 11 y z 22+93.64 �0 1 ..- ` ` z J + o N} �-- E. SHADY GLADE DR. G ~" 2679.17 , V � 2675.93 I - o 0 0 o o N o 77 /�o-41 t Z SS �Q �+'- ---- -+ - - - - 1 sh - - - oo ErT - 1 0 3 - BLOCK 9 a SF = N' �,------ ,� -------+- ---�+ F-- - I----- - Z o t o x X L N 30+71.22 -� N i 0+29.67 o 3 2675.92 -- ____ .-- r '- 679.35 11 a� = ,; O M 2 Q c.� I � 2675.65 FL Q�� _.- __- �-i 3 � o ; Z to I: 6+ ..p S -�. 1. S > w a�a �. \ a> o 3 - '• ' s ......-' zq ° T a s BLOCK 11 � �. O � -� 2677 10+30.36 0. cn : : 23+50 LP 23+72.03 - p W �N o o 30+89.68 a -- __.� r o 2675.92 z� 2675.fi3 2675.74 :N C2 ° ` - \ c? o o rl w �{ 2 :24+57.03 25+42.03 26+27.03 27+12.03 27+97.03 28+82.03 29+67.03 30+12.03 GB \ N �n 30} 68 2679.48 190 676.17 2676.60 2677.02 2677.45 I 2677.87 2678.30 2678.72 2678.95 ti6 d 9 o =:Is a 2675 36 FL �`-.. 1Q+5Q a 0 15 Q - I I 23+44.73 31 0o cn a� o y 2 b { 2676.05 I 2675.66 = y � 2675.39 FL 30+89.68 ` N \ I / :10+ 0 i i 10+30.36 ...... 2679.48 \ ` 31+43.93 0 \ 10+79.84 . ( : 267 .05 2675.80 o I I ` 2679.85 \ 9q I BLOCK 9 2676.26 _ s 10+79 84 i i 2675.53 FL , ` 1 I do �10NAL ��' �' S ZST� G'l 11+18.26 o0 2676. 6 1 I '` � _I 2676.55 / .... I I , I , 8 I SC��o 11+60.58 C2 C1 G2 I I ` Sw W 12 Cl I I 2677.67 •`\ca 16 2676.59.86 i i MATCH EXIST. ° / I I .f ` 32+20.92 11+70.22••'` ADJUST RIM= 67 .7� a 5 2y, 2680.38 268..79....... �.....$2 NM.ST�� EXIST.?R/M-2 76. ,3 23 22 3 2680.t 1 FL /7 C4 - .;. < - I 21 20 19 18 17 16 �. 1 �1�. 10+35 10+50 G2 BLOCK 6 32_oo... 2680.88 ti 268Q.58 s `.�• ,c� '�'. . I I ` 2680.31 FL 17 pq 32t26.91 / o )19 1 oo . . .r_ �. .r_.�_. _. _. _ __ .... ._ _ .... _ ., MATCH EXIST: L g C 6� . . -�- .... �.....� -..r.� ..- a 11+fi0.58 8L . a� a6 ---� T'- T ADJUST RIM=2677.33 s. . { r C3i N4 N 9 z • / ..... .� -•-..... a o r w..... 2676.86 pq . �'. 24 .�, .6, ........ - { <-' { .l I rn w � •• -• .... �o , � ° •soFo �� ./ ® Q .� EXIST. RIM=2678.47 ° ' L 2676.59 FL �`'• s' I { �� I { p� { �� ( (... �� r� s �C�1a � :`o Z N o Q 12+62.03 °�C4 8'.' �a • •r\ o E 2662.03 /' .\ . ( I I { I I ( 32f57.91 ` .•' 0 32k51. % �� '! 'i :'=� JT7_�;:VA o No 0�, o �: �• �o WI { 268056.t 144 -' i-of50.o0N3 11f70.22 \ SOUTHERN HIGHLANDS SUBDIVISION NO. 3 I I ( { 32f72.91 ` 268096t 2681.79t Q Z m m 3 I SC ^,`� N3 I 1Of35 00 12+41.04 � I { { I I 2680.64-t 32k 6g�A 2680.-90.t 15 \ 2680 63t FL 2677.45 • • `�- 2677491 9 I 10 I 11 { 12 I 13 { 14 { •� 2680.74�`'� 15 1009 0 2678..... MATCH EXIST. { 13+45.57 / ° ° �\ g { I I I I 33 0� 8� 5SW / I I N2 2678.21 \ ..s----------- \ ca v SEE SHEET ST-2 SEE SHEET ST-2 �; L N M 40 20 0 40 80 120 ` Z) It SCALE IN FEET ® co N oa (n ©C) o E. SHADY GLADE DR. ca w w_ 00 Z ..� cq SIGN INSTALLATION NOTES: STRUCTURAL FILL NOTE: STREET KEYNOTE FIST �� a t 1. OUTSIDE SIGN INSTALLERS MUST BE BONDED IN BUILDABLE LOTS THAT REQUIRE FILL OVER 1-FOOT DEEP THE ITEM DESCRIPTION WITH ACHD AND MUST OBTAIN A NO-CHARGE CONTRACTOR SHALL STRIP EXISTING GROUND AND BACKFILL WITH RIGHT-OF-WAY PERMIT. STRUCTURAL FILL TO 95% STANDARD PROCTOR IN 1-FOOT B1 INSTALL TYPE III BARRICADE PER ACHD SUPPLEMENT TO ISPWC SD-1132B AND INSTALL A SIGN STATING THAT "THIS ROAD 2. CONTRACTOR SHALL COORDINATE ALL SIGN MAXIMUM LIFTS. COMPACTION TESTING AND INSPECTION SHALL BE WILL BE EXTENDED IN THE FUTURE". COORDINATE SIGNAGE WITH ACHD STAFF. �� LOCATIONS WITH ACHD STAFF. PERFORMED BY A TESTING LABORATORY QUALIFIED TO PERFORM f5/ SUCH INSPECTIONS. COMPACTION TEST RESULTS MUST BE B2 INSTALL TYPE II BARRICADE AT THE END OF SIDEWALK PER ACHD SUPPLEMENT TO ISPWC SD-1132A, PER MUTCD PROVISIONS SUBMITTED TO THE BUILDING DEPARTMENT PRIOR TO ISSUANCE SECTION 60.02. THE BARRICADES SHALL INCLUDE A KICK PLATE AT THE BASE OF THE SIGN TO PROVIDE CANE DETECTION. / Fj OF BUILDING PERMITS, AND TO ENGINEERING SOLUTIONS AS TESTS ARE PERFORMED. BE BERM, 1.5 FOOT HIGH. SEE DETAIL SHEET DT-1. STREET VICINITY MAP !� _ o C1 CONSTRUCT 3" CONCRETE ROLLED CURB AND GUTTER, PER ACHD SUPPLEMENT TO ISPWC SD-702. 1" - 200' a Z m STREET NOTES: CONSTRUCT CONCRETE SIDEWALK, SEPARATED, 5' WIDE x 5' THICK SEE PLAN VIEW), PER ACHD SUPPLEMENT TO ISPWC u Z 1. MINIMUM 2' ASPHALT CUT LINE. ALL ASPHALT REPAIR SHALL MEET ISPWC STANDARD DRAWINGS, SD-301, SD-303 AND SD-806. C2 SD-709. H w CONSTRUCT ALL PAVEMENT MATCHES WITHIN ACHD RIGHT-OF-WAY TO MATCH THE EXISTING STREET PAVEMENT SECTION OR USE THE 0 n FOLLOWING: 2 1/2' OF ASPHALT, 4' OF 3/4" CRUSHED AGGREGATE AND 14' OF PITRUN. G3 CONSTRUCT 4' WIDE VALLEY GUTTER PER ACHD SUPPLEMENTAL TO ISPWC SD-70$. M■y M 2. CONTRACTOR SHALL RETAIN AND PROTECT ALL EXISTING UTILITIES, EVEN IF NOT SHOWN. COORDINATE ALL WORK WITH UTIULITY ;� �- W COMPANIES INCLUDING BUT NOT LIMITED TO IDAHO POWER CO., INTERMOUNTAIN GAS CO., CABLE ONE AND CENTURY LINK CONSTRUCT CONCRETE DRIVEWAY APPROACH WITH DETACHED 6' THICK SIDEWALK (SEE PLAN), PER ACHD SUPPLEMENT TO H N W TELEPHONE. C4 ISPWC SD-710C. � Cr 3. THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND EXISTING DRAWINGS. THE CONTRACTOR Z z F- SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR ASSUMES ALL �L INSTALL STREET LIGHT, TYPE 11, PER MERIDIAN STREET LIGHT PLAN, SEE SHEET LT-1. _0 ~ o U) RESPONSIBILITY FOR ANY AND ALL DAMAGES CAUSED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND H a w UTILITIES. CONTRACTOR SHALL CALL DIG LINE AT 1-800-342-1585 PRIOR TO ANY EXCAVATION. REMOVE AND DISPOSE DF EXISTING BARRICADES. BARRICADE CAN BE RE-USED IF IT MEETS ALL CURRENT STANDARDS. BEGIN F_ �{ cn 4. PEDESTRIAN RAMPS: CONSTRUCT RAMPS PER ACHD SUPPLEMENT TO ISPWC SD-712H WITH TRUNCATED DOMES SIMILAR TO ISPWC N1 SIDEWALK AND/OR PAVEMENT CONSTRUCTION. MATCH EXISTING ELEVATION UNLESS OTHERWISE SHOWN. � SD-712. DOMES SHALL BE RIGID INSERTS WET-SET INTO THE CONCRETE (CONCRETE STAMP & ADHESIVE MATS NOT ALLOWED) AND D Emmoi 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 N2 RETAIN AND PROTECT, EXISTING UNDERGROUND (UTILITIES} POWER, POWER POLES, FIBER OPTIC CABLE, GAS, CABLE N AND CROSS SLOPE OF ALL PEDESTRIAN HANDICAP RAMPS SHALL NOT BE GREATER THAN 1.5% SLOPE. AS A REMINDER, SIDEWALK CROSS TELEPHONE. CONTRACTOR SHALL FIELD LOCATE ALL UTILITIES AT THE BEGINNING OF PROJECT IN CASE OF REDESIGN. z 0 SLOPE SHALL NOT EXCEED 2.0%; THERE ARE NO "TOLERANCES" ALLOWED. i� 0 5. SEE SHEET SD-1 FOR STORM DRAIN DATA AND ELEVATIONS. N3 RETAIN AND PROTECT EXISTING TREES, LANDSCAPING, PRESSURE IRRIGATION, SPRINKLER SYSTEM, GRAVITY IRRIGATION AND (� 6. CONTRACTOR SHALL REPLACE/REPAIR SPRINKLER SYSTEM, LANDSCAPING ETC., THAT IS DISTURBED WITH THE NEW FENCE. IF DISTURBED REBUILD OR REPAIR TO ORIGINAL CONDITION OR BETTER. CONSTRUCTION. N4 RETAIN AND PROTECT EXISTING CURB, GUTTER, SIDEWALK AND BARRICADE. Lh u- SCALE 1 HORIZ 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 0 DWG.DATE 05/11/17 VERIFY NATIVE MATERIAL MEETS THE REQUIREMENTS FOR ENGINEERED FILL PER ISPWC SPECIFICATIONS AND A COPY OF THE PA CONSTRUCT 12 OR 14 WIDE ASPHALT PATHWAY, SEE DETAIL, SHEET DT-1. CJ L COMPACTIONS TESTS. -� > PROJ. NO. 170122 rls 8. ALL TREES MUST BE OFFSET A MINIMUM OF TEN (10) FEET FROM ALL STORM DRAIN FACILITIES. SAW CUT EXISTING PAVEMENT, A MINIMUM OF 2-FEET, TO MAKE A STRAIGHT EDGE FROM END OF CURB LIP TO END OF CURB Z 0 9. CONTRACTOR SHALL REPLACE/REPAIR SPRINKLER SYSTEM, LANDSCAPING ETC., THAT IS DISTURBED WITH THE NEW SC LIP. REPAIR/REPLACE AND MATCH EXISTING PAVEMENT AS NEEDED TO ENSURE PROPER DRAINAGE. 0 0� SHEET 3 OF 17 CONSTRUCTION. TREES SHALL BE RE-LOCATED PER THE DEVELOPER. (, SC1 SAW CUT EXISTING PAVEMENT, FOR NEW CONCRETE VALLEY. SEE VALLEY GUTTER DETAIL, PER ACHD SUPPLEMENTAL TO ISPWC m Q SD-708 FOR SAW CUT SHAPE OF NEW VALLEY GUTTER. IX F- F- ST- 1 LL Z 0 /SHEETS/170122-ST.DWG y v, y > ••a 3 10 o 44) SEE SHEET ST-1 - 0 a 0 > 0 ;� > � • ;�,;, o > a a � 22+39.37 HP � � 22+39.37 HP =' _ _ _ _ .� US .2 i ao a w 2 F_ ��6� 2676.21 22+ .37 2676.21 � � � C � `� a ORN/BLl90 . { �9� 2% 2% ` E. SHADY GLADE DR. _ ! 0 0 E a s c 9 O T¢ / 2 2675.72 2675.63 \ r / 0 b, �---�0 23+87.65 o c / N3 2675.82 Q N a= Q$ o Q �. 22+45.45 \ \ 2675.36 FL o { 2676.18 L -r �, 0 _ ¢ m - - � a�.� �pl Z / \`� n,� sl• cl) a c m a) 2 I; 14 ,.:. f"- .�G �� RCN = r 3 0 4) C14V a'rn-mc E i= ®b /s pp --► -_ _ /\�� as o O O u> > U 11 z 22+93.64 ti � � � � � �l w z 'I 2675.93 �Ss oo o� --t W �5/ a. a co N 2.3 o J' BLOCK 9 o SF!�' �, N W E. SHADY GLADE DRIVE ►'- C3 L - �� _ a; $ o W ` > 10+29.67 i _ SHADY::: / \ o o 2675.92 o -°mo o E. S :�GLADE DR N U m I `'��' 2675.65 FL 4,� - --} - W / °, V) �� O q -1 �s W VICINITY a CI _ - = 2677---•-. 0 i 1" 00' Z ~!a 3 I:. 1d+3 .36 J 23+5d LPa 23+72.03 V) _ 0 (� �„ o - - 2 c- o � � o `x 2675.92 29 / 2675.63 2675.74 v- = N w � b l _ -- \ \ -� 2675.36 FL :-2f = d o = ` l _ 10+50 �- 23+44.73 Q V 15 2676.05 i 2675.66 t W E ^ I j i I 2675.39 FL 28+17.65 29+03.65 29+89.65 30+12.d3 GB 9`l6 > 3 q G °� \ �� j 10+ 0 I I r2677.98 2678.41 2678.84 2678.95 61 0 O w 10+ 9.84 267 .d5 10+30.36 r � o o 0 O p O O F ,n d O C N BLOCK 9 2676.26 I I 2675.Sd z a o�Q 2 ` 10 \ 9`soy N3. I 11+18.26 ij'�..v 10+79 84 i i 2675.53 FL S s 11 0 z N l _ _ v a l o -. f 2676. 6 i W 30+44.44 y0-- O TO 2676.55 / I I -•- \ 2679.17 Q V `_ . t- -> L o 2 o•g � -`-�• • SC o9 ° 11+60.58 G2 Cl . ./ CZ I I W 2676.86 C1 _ o o ;'� - / 2677.67E �`:�� 16 2s76.59 FL I I E. SHADY GLADE DR. :-. ,` o MATCH EXIST. R, / I 2679.35 11 cA VA. ♦ = T ADJUST RIM= 6704 W • - - . - w c ` s ; EXIST.`RIM-2 76. 3 23 W s. �. a.2 \ BLOCK 11 a a L + I Cn 30+89.68 0 6S 2679.48 0 " °' " 3 93 28+82.03 29+67.03 3d+12.03 GB \ 3p� i� 1g i-� s a o N \ K� ^ 17 pq ��S J/ ��\`\ i i ' 2678.30 2678.72 2678.95 3� OOci� ti6 W a / k• S' N > � N2o 30+89.68"' ` c o y .oo / s ; : •. .--..... 2679.48 cn 31+43.93 0 o ?6�8... �. . . �. 11+60.58 cs?� . a6 C� 2679.85 Z 2 � y 5 E ADJUST RIM=2677.33 2676.86 PA s`` 24 Z a= s Z CJ� QN �C.'. . LA O rN O L E � EY/ST. RlM-267$.4� :`;',..° - L 2676.59 FL .� . . .-+ , •o \ � ... �\ E S 12+62.03 � : B' p m 18 2677.60 �\ a5 x6 ss $ pW 12 cv Cs15 E$ =. ! 5 1 1 32+20.92 11+70.22••" \ �� -•-ham - 12+41.04 . .`.��. . �� • _ 5 2681.79.... ..1I....-..:.. S`N 268d.3$ `� 2677.49t r 2680.11 FL / ../ ,� .... 2677.45 � ... �X°o �s 2618 "'•. �\ MATCH EXIST. 8 18 17 16 / 13+45.57 1°' a ` 10+35 10+50 C2 _.... ....... 78.21 677 60 25 _ X 19 �/ 22+6 2677.78 32_�9... 0 582680.88 26 268 2680.31 s .. y,P '-\\ FL op ' , N \\ •.- T 13+87.90 `° �' !1�G' \ FA 2680.41E �- �'' Cl o :• W 2678.53 �. 13+26.27 p \ �, MATCH EX/ST..: \. - _ �Jd� �. / \ �� < .tea I' ...�.. �Q , TC �•,A .. '' o� K = W`n1 m? Fos \ `."F..• ��0,• 14+29.$0 -` >' OD........ 26 I l I 32f57.91 0� N4> 2678.83 .-�� 13+87.90 \ 0 3 �� ,.� lef2678.53 •- �. 2680.56E �44% �.-BLOCK 6 \ SC 8 31 �''10f50.00 N3 s 11f70.22 1 o o / SG� oG �� \ ". '/ / ° . \ \\ I I I 32f72.91 ` 2681.791 W o Z 2 UZNo~ >Ot35..00 268096E 02 �.� 679 / \ BLOCK 6 I ( { 2680.64t 6g1 2680.90E w o �S F.Q A �� C2 0�' 14+12.47 2 \ \ 32k z o z a 13 14 15 268063E FL ow �� ' I l _ ��'��y, 15f05.21 �J� � ,< 2678.71 \\ I 4f~ W / o cy �.' =` 2679.601 2680.7 > MATCH EX/ST. { I I 33 p4 5, 15 ,,, Z°° �O \\ Cl ' / / \\ N2 $ SW \ 14+29.80 W o Z a BLOL�K 6 8 `ROW `..... / - ' � �_. ; •.cl 2678.83 27 ......$ i, �o � ....... a. o � `o\ N3 �� ° °° SC / i \ I I I \ ( I \ N2 �� Tof 2679.55t04 /.... \\ \ ' Z , r) co / rp �, y , MATCH EXIST. \ �„ y y oo N \( ` 0 , Ac © W LLI / -__ _ _ _ Z \ �p / S. BOW CANYON OR. � Q m A- e+z c.14 sCs N o / / o / STREET KEYNOTE LIST` 4 \ 40 20 0 40 80 120 \ �. 2 �� T6$ti \- \\ ITEM DESCRIPTION SCALE IN FEET 61 INSTALL TYPE III BARRICADE PER ACHD SUPPLEMENT TO ISPWC SD-1132B AND INSTALL A SIGN STATING THAT "THIS ROAD \ \ O WILL BE EXTENDED IN THE FUTURE". COORDINATE SIGNAGE WITH ACHD STAFF. A INSTALL TYPE 11 BARRICADE AT THE END OF SIDEWALK PER ACHD SUPPLEMENT TO ISPWC SD-1132A, PER MUTCD PROVISIONS B2 SECTION 60.02. THE BARRICADES SHALL INCLUDE A KICK PLATE AT THE BASE OF THE SIGN TO PROVIDE CANE DETECTION. 0 L� � BE BERM, 1.5 FOOT HIGH. SEE DETAIL SHEET DT-1. �{ Z m Z LLJ G1 CONSTRUCT 3" CONCRETE ROLLED CURB AND GUTTER, PER ACHD SUPPLEMENT TO ISPWC SD-702. SIGN INSTALLATION NOTES: _STREET NOTES: CONSTRUCT CONCRETE SIDEWALK, SEPARATED, 5' WIDE x 5" THICK (SEE PLAN VIEW), PER ACHD SUPPLEMENT TO ISPWC Fy IL 1. OUTSIDE SIGN INSTALLERS MUST BE BONDED 1. MINIMUM 2' ASPHALT CUT LINE. ALL ASPHALT REPAIR SHALL MEET ISPWC STANDARD DRAWINGS, SD-301, SD-303 AND SD-806. CZ SD-709. l� �- WITH ACHD AND MUST OBTAIN A NO-CHARGE CONSTRUCT ALL PAVEMENT MATCHES WITHIN ACHD RIGHT-OF-WAY TO MATCH THE EXISTING STREET PAVEMENT SECTION OR USE THE ~ W RIGHT-OF-WAY PERMIT. FOLLOWING: 2 1/2" OF ASPHALT, 4" OF 3/4" CRUSHED AGGREGATE AND 14" OF PITRUN. C3 CONSTRUCT 4' WIDE VALLEY GUTTER PER ACHD SUPPLEMENTAL TO ISPWC SO-708. Z 004 N W 2. CONTRACTOR SHALL COORDINATE ALL SIGN 2. CONTRACTOR SHALL RETAIN AND PROTECT ALL EXISTING UTILITIES, EVEN IF NOT SHOWN. COORDINATE ALL WORK WITH UTILILITY �y M LOCATIONS WITH ACHD STAFF. COMPANIES INCLUDING BUT NOT LIMITED TO IDAHO POWER CO., INTERMOUNTAIN GAS CO., CABLE ONE AND CENTURY LINK C4 CONSTRUCT CONCRETE DRIVEWAY APPROACH WITH DETACHED 6" THICK SIDEWALK (SEE PLAN), PER ACHD SUPPLEMENT TO Q 94 l�l o TELEPHONE. ISPWC SD 71OC. W F= 3. THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND EXISTING DRAWINGS. THE CONTRACTOR F- SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR ASSUMES ALL O INSTALL STREET LIGHT, TYPE 11, PER MERIDIAN STREET LIGHT PLAN, SEE SHEET LT-1. U �j RESPONSIBILITY FOR ANY AND ALL DAMAGES CAUSED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND 0 �{ UTILITIES. CONTRACTOR SHALL CALL DIG LINE AT 1-800-342-1585 PRIOR TO ANY EXCAVATION. REMOVE AND DISPOSE OF EXISTING BARRICADES. BARRICADE CAN BE RE-USED IF IT MEETS ALL CURRENT STANDARDS. BEGIN V= 4. PEDESTRIAN RAMPS: CONSTRUCT RAMPS PER ACHD SUPPLEMENT TO ISPWC SD-712H WITH TRUNCATED DOMES SIMILAR TO ISPWC N1 SIDEWALK AND/OR PAVEMENT CONSTRUCTION. MATCH EXISTING ELEVATION UNLESS OTHERWISE SHOWN. I j 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 RETAIN AND PROTECT, EXISTING UNDERGROUND (UTILITIES) POWER, POWER POLES, FIBER OPTIC CABLE, GAS, CABLE TV AND 0 STRUCTURAL FILL NOTE. INSPECTION STAFF WILL BE MORE CLOSELY MONITORING PEDESTRIAN FACILITIES FOR COMPLIANCE WITH ADA STANDARDS. THE NZ TELEPHONE. CONTRACTOR SHALL FIELD LOCATE ALL UTILITIES AT THE BEGINNING OF PROJECT IN CASE OF REDESIGN. U IN BUILDABLE LOTS THAT REQUIRE FILL OVER 1-FOOT DEEP THE CROSS SLOPE OF ALL PEDESTRIAN HANDICAP RAMPS SHALL NOT BE GREATER THAN 1.5% SLOPE. AS A REMINDER, SIDEWALK CROSS [L' SLOPE SHALL NOT EXCEED 2.0%• THERE ARE NO 'TOLERANCES ALLOWED. r. " , CONTRACTOR SHALL STROP EXISTING GROUND AND BACKFILL WITH °' RETAIN AND PROTECT EXISTING TREES LANDSCAPING PRESSURE IRRIGATION SPRINKLER SYSTEM GRAVITY IRRIGATION AND 5. SEE SHEET SD-1 FOR STORM DRAIN DATA AND ELEVATIONS. N3 0 SCALE 1 =4O STRUCTURAL FILL TO 95% STANDARD PROCTOR IN 1-FOOT Q FENCE. IF DISTURBED REBUILD OR REPAIR TO ORIGINAL CONDITION OR BETTER. r� LL HORtZ MAXIMUM LIFTS. COMPACTION TESTING AND INSPECTION SHALL BE 6. CONTRACTOR SHALL REPLACE/REPAIR SPRINKLER SYSTEM, LANDSCAPING ETC., THAT I5 DISTURBED WITH THE NEW p PERFORMED BY A TESTING LABORATORY QUALIFIED TO PERFORM CONSTRUCTION. N4 RETAIN AND PROTECT EXISTING CURB, GUTTER, SIDEWALK AND BARRICADE. W DWG.DATE 05/11/17 7. ABANDONED BUILDINGS TEST PITS OR WATERWAYS LOCATED .WITHIN CURRENT OR FUTURE RIGHT-OF-WAY SHALL BE SUCH INSPECTIONS. COMPACTION TEST RESULTS MUST BE RE-EXCAVATED TO NATIVE SOIL AND BACKFILLED WITH STRUCTURAL FILL PER ISPWC SPECIFICATIONS. PROVIDE SOILS DATA TO -� > PROJ. NO. 170122 rls SUBMITTED TO THE BUILDING DEPARTMENT PRIOR TO ISSUANCE VERIFY NATIVE MATERIAL MEETS THE REQUIREMENTS FOR ENGINEERED FILL PER ISPWC SPECIFICATIONS AND A COPY OF THE PA CONSTRUCT 12' OR 14' WIDE ASPHALT PATHWAY, SEE DETAIL, SHEET DT-1. OF BUILDING PERMITS, AND TO ENGINEERING SOLUTIONS AS COMPACTIONS TESTS. 0 w SHEET 4 OF 17 TESTS ARE PERFORMED. 8. ALL TREES MUST BE OFFSET A MINIMUM OF TEN (10) FEET FROM ALL STORM DRAIN FACILITIES. SAW CUT EXISTING PAVEMENT, A MINIMUM OF 2-FEET, TO MAKE A STRAIGHT EDGE FROM END OF CURB LIP TO END OF CURB 0 0- 9. CONTRACTOR SHALL REPLACE/REPAIR SPRINKLER SYSTEM, LANDSCAPING ETC., THAT IS DISTURBED WITH THE NEW SC LIP. REPAIR/REPLACE AND MATCH EXISTING PAVEMENT AS NEEDED TO ENSURE PROPER DRAINAGE. m Q L i CONSTRUCTION. TREES SHALL BE RE-LOCATED PER THE DEVELOPER. � � � ST-2 SAW CUT EXISTING PAVEMENT, FOR NEW CONCRETE VALLEY. SEE VALLEY GUTTER DETAIL, PER ACHD SUPPLEMENTAL TO ISPWC SD-708 FOR SAW CUT SHAPE OF NEW VALLEY GUTTER. � Z0n., /SHEETS/170122-ST.DWG QL C N QT C ) L C ' a c p E a`> �� — — — O O ca� `oo >a �. LJ.. U Qom' a as N o E W ...d N U'C.O"j N +�+ co O"' to 2 O d 0— E. SHADY GLADE DR. — — ' 0 n. f ��` — — C S1- Q � cu _ � � t� 13 - /cl 1..1.. w t c 3 Qa in c a Q a� o / pC O.2..`'N ppj'O a•w i C1 O- U STREET VICINITY MAP 7 2 ap C T U N d V 1" = 200' 00 O OL O� V (n U 3 p � O O O N U o W -1 �,fNo� �, y Q � � O N O 3 o L n t7 IL Z U U p p d 0 C O m V 21 60 22 40 23 20 24 00 24 80 25 60 26 40 27 20 28 00 28 80 29 60 30 40 31 20 32 00 32 80 +80 Q U o a 269 2692 N V y T-Q N N d �C Q'LOt 3 C O c U F N V O y N e > A O O N - >r p N o � O � �d 268 LLI 2688 � = _` � �•§ ° r cod zo=z �; f= A -0 � w ¢� oMi N H a �� y O 0d0 �+ 00 r- X � � �v s �! N to =N NN W o t c$o a p C) + N Q M = 3 N cii 68268 4 c0a bUXTG a n EXISTING a� `� � ''? N o � ``` FINISHED o N —t a C ao w `o z m p � N� ui M r Co FINISHED GRADE AT CL GRADE X + co + N + O r- z�, N to ct°v £X/STING GROUND AT CL 0 6 Q 0. 7 .50 -- T �p� 26$ � _--- - -- -- - _ — _ 2680 V) �`' cfn to F w 0.1110% co OF 267 0.499t - - 676 -0.52� N 2 N a T Q- 4 '/ M N O> O cfl > Y d -I- N N M + oO b Z W ti ti Z N N M � r SD O O W 3 O G3 N p Z o t 267 N 2672 m � � vwiwz z rnaz � � zap �- z� S TWILIGHT MIST WAY E. HADY G LA E DR. SOLSTICE ST. ozz 266 2668 oozao c� c� c� c� c� c� c� ca c� c� c� c� c� c� c� ill �U �f �! �U VJ ill �I W �U �LI �U �.i W �J �V �I W W `� �U �I I 1 1 1 I 1 I 1 I 1 I 1 I I I i I 1 I 1 I I I I 1 I 1 I ( I I I I I I I ( I I I I I I I 1 I I I i I I I i I 1 I � pzm � 3 00 p� Op 00 p� 00 CYO 00 00 cot 00 00 co ', 00 00 � 00 � 00 rt 00 � 00 � tX3 � M � r> Op � to � M � � � C 7 � �'� v_ z � � o Li Qrn tom} 0 00 to �- ro to t v- M tl� r- rn .- Ir? ttl r- tT N to f� o te) to 1 co co co co �d co cd co �ci �o co �o co � ao � °� 1 I CD z Lo tp 6 to t!i � to tD tD tD cp tp [ n n � 00 00 � 00 tX3 00 to O) O) O � O N co cp N tc) N co N to N to to to N to 6v co � to N to 6v to N to � co N co c� to tD N 00 10 00 to to N co N co cy co c� to N t0 N co cV co N co 04 N N N N N N N N N N N N N N N N N N N N N N N N N N N N N 21 +20 21 +60 22+00 22+40 22+80 23+20 23+60 24+00 24+40 24+80 25+20 25+60 26+00 26+40 26+80 27+20 27+60 28+00 28+40 28+80 29+20 29+60 30+00 30+40 30+80 31 +20 31 +60 32+00 32+40 32+80 33+20Lu co o I F- Nrn (n M OC■ Q 00 N 15 60 15 20 14 40 13 60 12 80 12 00 11 20 10 40 9+60 9+60 10 40 11 20 12 00 12 40 " 268 2688 269 2692 i a o co w 00 _ �. v Q � � Z 0Q (D -> � N 00 c ® � W co 268 "' `" 2684 268 o o ^ ^ co 2688 z Q J o O N cd0. N d N 1 O c W O Cl o W O d M 00 Z N FINISHED GRADE AT CL tC) to o FZ ,tn� oo °'o to + o c�v °- o toI.. -I- Ott Q O N O N a1STING GR UND AT CL o+ co N N r i1 N w w 268 _ - __ - --- w w cn 2680 268 �' J FINISHED GRADE AT CL G E TO MATCH 2684 _ -- v' 0. 37 W EXI TING GROUND — - -- 0.76% !N -`_. - - 1 - _ 2.00 19a% .769. 00% � 267 ` 2676 268 — _ __ _ __ 2680 � + � a � W LLJ N " $D \` /STING GROUND T CL 12 w LL. 267 2672 267 2676 � z a LA�I TREE � ~ � WS. TWILI HT MIST W Y E. LAC �. z W rr 266 2668 267 2672 0 M""� o �3 � �, c� � c� �, c� �, c� �, c� � LL-c� I 1 I I I ( 1 1 1 1 I I I i i 1 1 1 1 1 1 I I I ( 1 1 I ( 1 1 1 0 � � V? Ca C� � cn n7 d R '- a T N N M p� d d p� to O co co O C� C 9 d cD N v d O O C C� W Li W Ia_ N t? i� d �- 00 to cV C ) tG M C" CA �v !a W Li cC) n N tI) 00 W Li W l� I ( I I °j CDEno 00 06 00 rrl- t� co �° cri co tri t 7 I i I 1 � �j O � �- °j I I I I � � h N co N O N co N O N to N co N co00 N co N O N O N O N co N co N O N co CN O N N O N N N tV N N N N N N N N N N N N tV N VL 15+60 15+20 14+80 14+40 14+00 13+60 13+20 12+80 12+40 12+00 11 +60 11 +20 10+80 10+40 10+00 9+60 9+60 10+00 10+40 10+80 11 +20 11 +60 12+00 12+40 0 0 ~ U � �- 0 SCALE 1"=40' 1"=4' 40 20 0 40 80 120 o LL HORIz VERT 0 DWG.DATE 05/11/17 uj SCALE IN FEET z >O PROS. No. 170129 r!s HORIZONTAL SCALE 0 CL SHEET 5 OF 17 4 2 Q 4 8 12 m Q uj SCALE IN FEET � � � ST-3 VERTICAL SCALE /SHEETS/170129-ST.DWG ABS Ac lonitrile-Butadiene-St rene CONC Concrete EM Electric Meter STANDARD ABBREVIATIONS PL Property line Rt Right SW Sidewalk H\�8 1 2 r 24 / 2 I L Q a E ry Y P Y 9 W p ' / p 6 0 .0 ABAND Abandoned CONST Construct, Construction EG Edge of Gravel POC Point on Curve S Slope SY Square Yard ' \s`�N ' - 5�\ N N • ( UNPLATTED I UNPLATTED 1V. LL V 7K-5 0 4� ACP Asbestos Cement Pipe COORD Coordinate EP Edge of Pavement GM Gas Meter LP Low Point POT Point on Tangent SB Seepage Bed TAN Tangent SV8 v6p� .0 AH Ahead CTV Cable Television EASE Easement GR Grade LT Left PP Power Pole SD Storm Drain TC Top of Curb Q ( i- E ALT Alternate CY Cubic Yard EVC End of Vertical Curve HDPE High Density Polyethylene MAINT Maintenance PSI Pounds per Square Inch SEC Section TEL Telephone t 25 7 ( •- N ; o� von o BC Beginning of Curve DBL Double EXIST Existing HORIZ Horizontal MH Manhole PT Point of Tongency SF Square Foot (feet) TOB Top of Bank `' li o a y BK Back Di Drop Inlet FG Finished Grade HP High Point MW Monitoring Well PVC Polyvinyl Chloride SG Sand and Grease Trap TOE Toe of Slope -- -- - - _ 50 BM Bench mark DIA Diameter FH Fire Hydrant INV Invert N Northing PVMT Pavement SP Signal Pole TOPO Topography 3 U V BVC Beginning of Vertical Curve DIP Ductile Iron Pipe FL Flow Line IP Iron Pipe NO. Number R Radius SPRK Sprinkler TRANS Transition f ( 12 BLOCK 11 Q M�o 0 l; o Cc: r BW Bock of Walk DW Driveway FTC Footing IRR Irrigation OHP Overhead Power R/W Right-of-Way SS Sanitary Sewer TYP Typical 6 I 7 13 � ¢ Catch Basin DWG Drawing FS Finished Surface ISPWC Idaho Standards For Public PC Point of Curvature RCP Reinforced Concrete Pipe STS Storm Tank System VB Valve Box 1 2 3 4 5 6 7 8 9 .- � in d:c 0-0,- CB • CD cf Cubic Foot GALV Galvanized Works Construction p Point of mound Curvature I pND � 10 / ( (n e; „ s E EASTING L Length CC Cop REF Reference STA Station VC Vertical Curb N�GH1. �- - CD L- - Q (n . �o A 3•- 4, Cl Centerline EC End of Curve GB Grade Break 9 PE Polyethylene RL Ridge Line STD Standard VERT Vertical �RN 2 N U ° o=G v� Z CO Clean-Out (Sewer) ELEV Elevation GIRR Gravity Irrigation LB Pound PIRR Pressurized Irrigation RR Railroad SVC Supered Vertical Curb WM Water Meter !_ G Souj N NO' f BLOCK 9 � ,- �w E w LF Linear Foot $X�S�N V$D��S 14 ttf ,� = o E S D G'LADE D7t'lf/E 11 E SHADY GLADE DR. 11 J' '/ a (L y o _ c T - CL NOTES I _ BLOCK 11 i m 15 N`` GENERAL CONSTRUCTION WATER SEWER �, s spy �� G� ao3� a �2 10 BLOCK 'pFs�O � Z o 23 22 21 20 19 18 17 16 S� �9C - `= �' °' " 1. All construction work shall be done in accordance with the current version of the Idaho Standards for Public 1. Construction of the water system shall conform to the standards in the 1. Construction of the sewer system shall conform to the standards in the Wastewater Rules 8 n � 12 � qt, �� " y (n:ten vo 3 v+�• Works Construction (ISPWC), the City of Meridian Supplemental Specifications to the ISPWC (and any "Idaho Rules for Public Drinking Water Systems (IDAPA 58.01.08)" as well as the (IDAPA 58.01.16) as well as the standards and specifications referred to in General 9 \ 16 r" Esq �`O O o o = y addendums), the requirements of the Ada County Highway District (ACHD) and/or the requirements of the Idaho standards and specifications referred to in General Construction Note No. 1. Construction Note No. 1. BLOCK 6 �' `SG�� I""' " N o a= H Transportation Department (ITD). The more stringent of any of these standards shall be the controlling \ � / �Si W V �, a standards or specifications. 2. The horizontal separation of potable water mains and non-potable water 2. The horizontal separation of potable water mains and non-potable water mains (sanitary 17 y�P 24 -" -' �- -`� -� -- -�- HIA� � �NJ Ll,l E! M " o a a � o mains (sanitary sewer, storm drain, and irrigation) shall be a minimum of ten sewer, storm drain, and irrigation) shall be a minimum of ten (10) feet. Where it is $' a Cc`" 2. The Contractor shall have a co of the latest City of Me6dion Standard Specifications and Drawings on site 10 feet. Where it is necessary for potable water main and non-potable necessary for potable water main and non-potable water main to cross with less than 4 \� PY Y S P 9 ( ) rY P P rY P P 1800 0 at all times during construction (available on the website). Failure to have a current copy of the Standard water main to cross with less than eighteen (18} inches of vertical separation, eighteen (18) inches of vertical separation, the crossing shall be constructed in accordance `Jv 25 8 1 9 I JO 11 1 12 1 13 14 ( 15 �„ 15 Q 6- O > U Specifications on site could be grounds for a stop work order until the situation is resolved. the crossing shall be constructed in accordance with Section 542.07 of the with Section 542.07 of the Idaho Rules for Public Drinking Water Systems (IDAPA 58.01.08) / I I i BLO&'K 6 No 0- Z o V V V a y W Idaho Rules for Public Drinking Water Systems (IDAPA 58.01.08) and Section and Section 430.02 of the Wastewater Rules (IDAPA 58.01.16). / BLOCK 9 19 \ ( I i I i , a' 0 V 1 o c o U o 3. The Contractor shall have plans stamped "Approved for Construction" by 3 City of Meridian Public Works 430.02 of the Wastewater Rules (IDAPA 58.01.16). 26 \ i I I I fi Q (,}" \ -p V V• C ` Department on site at all times. The use of any plans on the job without the Approved for Construction" `Z 3. The horizontal separation of non-potable services and potable water services or potable 7 14\ stomp shall be grounds for the issuance of a stop work order. 3. The horizontal separation of non-potable services and potable water water mans shall be a minimum of six (6) feet. Where it is necessary for a potable water 2 BLOCK 6 �. t _ F / \ \ EXISTING SOUTHERN IGHLANDS 3 services or potable water mains shall be a minimum of six (6) feet. Where it main and non-potable water main to cross with less than eighteen (18) inches of vertical \ S. BON C4NYON DR. w o =U 4. All Contractors, Subcontractors and Utility Contractors shall attend a pre-construction conference (or an is necessary for a potable water main and non-potable water main to cross separation, the crossing shall be constructed in accordance with Section 542.07 of the Idaho \�(\/ 27 \ - ----- - SU131� I N 3 ` a on-site meeting with the City of Meridian Project Inspector) prior to start of work. with less than eighteen (18) inches of vertical separation, the crossing shall be Rules for Public Drinking Water Systems (IDAPA 58.01.08) and Section 430.02 of the / 1 BLOCK 6 6 a Q constructed in accordance with Section 542.07 of the Idaho Rules for Public Wastewater Rules (IDAPA 58.01.16). y 5. Contractors shall notify the appropriate agency when materials are on site or inspection of the work is Drinking Water Systems (IDAPA 58.01.08) and Section 430.02 of the Wastewater / ��P 28 9 - E V 3 L 4 Y 9 Y project Y ( ) R ( ) ( ) ' PP Ho o �:2.27 required. No work may begin on an ra act without Twenty Four 24 hour prior notice. Rules IDAPA 58.01.16 . 4. Place sewer service lines in a six 6 inch diameter water class a wherever the service \�' 5 \ ^ ! U o line crosses a stormwater treatment facility (i.e., seepage beds, drainage swales). �\ �� , \ \ p,ND �•i 6. All material furnished on, or for the project must meet the minimum requirements of the approving 4. Place water service lines in a two 2 inch diameter pipe wherever the �� \� \ \GK�- F"I 3 0 _W a e 0-9 agencies. At the request of the approving agency or the Design Engineer, Contractors shall furnish roof that service line crosses a storm water treatment facility i.e. seepage beds, o r = 2 o 9 q PP 9 9 Y 9 9 P Y ( 5. When cover over a sewer pipe is less than three (3) feet from top of pipe to subgrade ��5,� �'� 1 4 \ SOV� ND (�.� .- o- Nlo.materials installed on this project meet the specification requirements set forth in General Construction Note drainage swales). The pipe material used for sleeving must be impervious to or top of pipe to natural ground, use "Class 200 water pressure pipe", ASTM D 2241, SDR o� /DS $X�S�`S$D�� ` a y 2 o g U contamination from petroleum products and must be approved by the Idaho 21, including service lines and fittings. mac^ � \AN 0�' o Department of Environmental Quality (IDEQ). \ HERN N� 2 2 _ a 3 n,5 " o"' y a> N 7. Work subject to approval by any governmental agency must be approved prior to (A) backfilling trenches for 6. The Contractor shall conduct an air pressure test and television inspection after all 1 SOVON G BLOCK 6 GPI y E 8 placing of aggregate base; C placing of concrete; D placing of asphalt paving. Work done without 5. The Contractor shall be responsible for providing continuous water service to underground utilities have been installed. The Contractor shall provide a videotape of the /EX�S DEN �� pipe; O P 9O P 9 O P 9 P P 9• P P 9 9 P P S 9 / \ _ SITE PLAN such approval does not relieve the Contractor from the responsibility of performing the work in an acceptable all existing water users affected by construction. inspection prior to final acceptance of the sewer. 3 5• N.T.S. i manner. 6. All water works components shall be ANSI/NSF 61 Certified, and must meet 7. All CCTV inspections shall be completed by third party testing firm. �St6 AL 8. Inspection, approval and final acceptance of all water and sewer construction shall be by the Public Works all AWWA and standard requirements of the Idaho Rules for Public Drinking ey �15T.Ed' Department, and their decision shall be final. Such inspections shall not relieve the contractor from the Water Systems (IDAPA 58.01.08). 8. Approval and acceptance of all sewer construction will be by the Public Works Department Lu L11Ji1I1] ® yy� �s responsibility of performing the work in an acceptable manner in accordance with the DEQ/QLPE approved and their decision shall be final. Such inspections shall not relieve the contractor from the construction plans. 7. All water pipe and fittings shall comply with applicable portions of Division responsibility of performing the work in an acceptable manner in accordance with the HORIZONTAL DATUM USED 63 O 400 of the Supplemental Specifications and Drawings to the ISPWC. Water mains approved construction plans and Standard Specifications and Drawings. FFM 9. Any deviation from the approved plans and specifications must have the applicable agency approval in shall be AWWA C-900, or C-909, Class 150 PVC. US GOVERNMENT HORIZONTAL NAD83 ADJUSTED I E. A TY RD. Wil 17 TO THE ADA COUNTY H.A.R.N. SURVEY writing prior to construction. 9. All sewer pipe shall be bell and spigot, polyvinyl chloride (PVC), SDR 35, ASTM D-3034, .lOF G 8. Five (5) feet of cover shall be provided for all water mains located in a unless otherwise specified. All sewer pipe shall comply with applicable portions of Division 500 10. Quantity and placement of streetlights are contingent upon the electrical design by Idaho Power Company. section-line and mid section-line road. Four (4) feet of cover shall be provided of the Supplemental Specifications and Drawings to the ISPWC. The electrical contractor will be provided a street light map by the Meridian Public Works and Building for all other water mains. Department, with the issuance of on Electrical Permit. 10. Locate service lines to the points shown on the drawings or as marked by the EngineerFRI BENCH MARKS in the field. Mark and construct service lines in accordance with Section 504 per City of m W 11. Take all lot dimensions, easements and certain off-site easements from the plat. 9. Locate subsurface storm water disposal facilities (including un-lined ponds, Meridian Supplemental Specifications & Drawings to the ISPWC and Std. Dwg. SW3. The service N Z infiltration beds and drywalls) at least 25 feet from main water lines. This w 3 t - o marker shall be in place for the final inspection. Service lines shall extend ten (10) feet NA ► _J E o requirement does not apply to catch basins or sand and grease vaults. AVD88 NAD83 A CO. �jN) f o w o w 12. The Contractor shall maintain all existing drainage facilities within the construction area until the drainage beyond the right-of-way where there is attached sidewalk and ten (10) feet beyond the SITE ~m N VERTICAL DATUM HORIZONTAL DATUM and irrigation improvements are in place and functioning. sidewalk where there is detached sidewalk. Sewer service lines may be a maximum five 5 o 3=m a 10. The Contractor shop notify the Public Works Department two (2) working Y O Z o� � W days before initial construction begins and shall also request inspection of water feet deep at the property line unless otherwise approved by City Engineer. By ,4.3 N c.- 13. All Contractors working within the project boundaries are responsible for compliance with all applicable safety lows of any jurisdictional body. The Contractor shall be responsible for all barricades, safety devices and fines and appurtenances twenty-four (24) hours in advance of backfilling. ELEVATION = 2677.23 N = 689,576.1 a F a Y w 11. The Public Works Department will inspect all public sewer construction whether within CHISEL "X" IN CONCRETE E = 2,461,841.7 D J " control of traffic within and around the construction area. public right-of-way or easement. The Contractor will notify the Public Works Department J o-a 11. Construct, pressure-test, flush and disinfect all water distribution systems in M o w forty-eight 48 hours nor g y ( ) p 14. All Contractors workingwithin the public road ri ht-of-wa are required to secure a ri ht-of-wa accordance with applicable portions of Section 401 of the Supplementalpouring ( ) p to start of construction, and again twenty-four 24 hours prior E TACONIC DR. M W= P 9 Y q 9 Y to pouring concrete collars. ELEVATION ; 2679.71 N = 689,270.4 _ Specifications and Drawings to ISPWC. Z construction permit from ACHD at least twenty-four (24) hours prior to any construction. CHISEL 'X", SIDEWALK E = 2,461,757.2 s 3 W} 12. The Contractor shall be responsible for locating and marking all existing 12. Maintain groundwater levels one foot (1 ) or more below the pipe invert, per ISPWC, m , o=°° 3 15. The locations of existing underground utilities are shown in an approximate way only. The Contractor shall during the pipe laying and pipe joining operations and while making sewer taps. Clean and service connections per Standard Drawing SW3. 9 P P Y 9 P P 1 9 P 4 P " o Z a determine the exact location of all existing utilities before commencing work, The Contractor assumes all restore to their original state any ditches and storm drain facilities that are silted due to the Of responsibility for any and all damages caused by his failure to exactly locate and preserve any and all 13. After installation of the water mains, the trenches shall be compacted to Contractor's dewatering efforts. Bedding and pipe zone material shall be three-quarter (3/4) underground utilities. Contractor shalt call Dig Line at 1-800-342-1585 prior to any excavation. 95 percent of maximum density to prevent further settlement. inch rock chips unless otherwise approved. O aj 16. Locate subsurface stormwater disposal facilities (including infiltration beds and drywalls) at least 25 feet 14. The Contractor shall field-verify all valve box lid elevations to assure the lid 13. The Ada County Highway District will inspect the trench above the pipe zone in o from water mains. This requirement does not apply to catch basins or sand and grease traps. elevations match final street grade, & that all meter lid elevations match an accordance with current ACHD standards. y extension of the sidewalk grade as shown on Standard Drawing W5. Contractor � � rn 17. Any common lot containing public water or sewer mains shall be fenced at the lot line(s). shall inspect all valve risers for foreign debris and to ensure that the locking 14. Install sewer service lines prior to street improvements. � V) 00 cp lids are free of concrete from the collar pouring operation. 00 N 18. The Contractor shall keep on site at all times the approved construction plans on which is recorded the 15. Construct sanitary sewer manholes in accordance with Section 502 per City of Meridian actual locations of the constructed pipe line and any other utilities encountered. The Contractor shall provide 15. Flanged or mechanical-joint valves shall be located in the street, and fire Supplemental Specifications & Drawings to the ISPWC. E. LAKE E D. w v WO � these locations to the Design Engineer for use in the production of record drawings. 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 16. The Contractor shall test all sewer lines in accordance with Section 501 per City of to < C 19. ACHD will inspect all improvements which fall within ACHD right-of-way or easements including but not connected) as possible to main line fittings. Meridian Supplemental Specifications & Drawings to the ISPWC. p - o limited to storm drain construction, trench backfill procedures, road way construction and concrete work. Any F work to be done outside of the 300' extended boundary of the project will require a separate permit through 16. Upon the completion of work, the Contractor shall submit a set of "Record 17. All manholes shall be constructed to be watertight with the top of cone located within j� �� Q M ACHD Construction Services Division. The Contractor will schedule on inspection, requested through ACHD " one (1) foot of the finished grade. The sewer Contractor shall supply all lid assemblies and T �T VICINITY MAP C 0 0 M Drawings to the Engineer. STREET PL�EiJ.� LEGEND � Construction Services, 208-3$7-6284, a minimum of 24 hrs. prior to construction starting. the required number of risers and grade rings. The sewer Contractor shaA field-verify the w 00 elevation of the top of the manhole cone to assure that all ring elevations match final street w 17. The Contractor may pressure test all water lines before disinfection and N.T.S. z o ROADWAY grades. Manholes may have 12 inches maximum of grade rings. 0+00.00 Centerline Stationing LOCATED IN NE 1 4 OF SECTION 32 flushing, for His own benefit prior to installation of other utilities to ensure the � � w integrity of the installed line. After all utilities are installed and prior to paving, TOWNSHIP 3 NORTH, RANGE 1 EAST, B.M. c� L 1. All Contractors working within the public road right-of-way are required to secure a right-of-way the Contractor shall perform a final pressure test and finder wire continuity test 18. Where concrete collars are used, the paving Contractor shall set the grade and pour the Concrete Vertical Curb, Gutter & MERIDIAN, ADA COUNTY, IDAHO a- construction permit from ACHD or ITD at least twenty-four (24) hours prior to any construction. with Meridian Public Works Deportment personnel in attendance. The Contractor concrete collars per Section 502 per City of Meridian Supplemental Specifications & Drawings Separated Sidewalk, per AND Supplemental shall furnish all personnel and equipment necessary to conduct the test. Only to the ISPWC. The paving Contractor shall contact the City of Meridian Public Works to ISPWC SD-701 & SD-709 2. ACHD or ITD will inspect all work within the public rights-of-way to include utility trenches above the pipe water from the City of Meridian's water system shall be used to conduct the Department 24 hours prior to pouring concrete collars. SHEET INDEX zone. pressure test. Concrete Rolled Curb, Gutter & 19. An eccentric cone shall be used on sanitary sewer manholes greater than four (4) feet Separated Sidewalk per ACHD Supplemental 3. Meridian Public Works will inspect storm drainage improvements serving private roads and parking lot deep, with the vertical wall placed on the upstream side and rotated 45 degrees. Manholes 1 OF 17 T'-1 = TITLE SHEET P 9 P 9 P P 9 18. The most current edition of the City of Meridian Specifications and t0 ISPWC SD-702 & SD-709 improvements outside the public right-of-way. Standards Book MUST be on-site at all times. A stop order can be issued if less than four (4) feet deep shall have concentric cones. 2 OF 17 GRD-1 = GRADING PLAN y air test all the sewer lines after backfilling and settling of the 3 OF 17 ST-1 = STREET PLAN 4. All construction in the public right-of-way shall conform to the current Edition of the I.S.P.W.C. and the the book is not on-site. 20. The Contractor may to ISPWC SD-709 5' Concrete Sidewalk per ACHD Supplemental Z latest edition of the ACHD Supplemental Specifications. No exceptions to ACHD policy, standards, and the 19. Locate service lines to the points shown on the drawings or as marked by trenches for his own benefit prior to the installation of the other utilities to ensure the - I.S.P.W.C. will be allowed unless specific written approval is ranted prior to construction of an improvements. integrity of the installed line. He shall furnish all equipment and personnel required to perform 4 OF 17 ST-2 STREET PLAN P PP 9 P Y P the Engineer in the field. Mark and construct service lines in accordance with 9 Yp q p Valley Gutter, per ACHD Supplemental Section 504 per City of Meridian Supplemental Specifications & Drawings to the the test. The Contractor shall retest all sewer lines, in the presence of the inspector for the t0 ISPWC SD-708 5 OF 17 ST-3 = STREET PROFILES � Z pp 5. Set the tops of all valve boxes and sewer manholes flush with the slope of the finished street grades. ISPWC and Std. Dwg. SW3. The service marker shall be in place for the final 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 6 OF 17 SD-1 = STORM DRAIN PLAN inspection. Service lines shall extend ten (10) feet beyond the right--of-way Storm Drain System with a Drop Inlet, Type IV 6. Ada County Highway District will inspect and approve all storm drainage improvements. Meridian Public Works Works Department a minimum of 24 hours prior to the retest. er ACHD Su lemental to ISPWC SD-604A 7 OF 17 LGT-1 = STREET LIGHT PLAN 7 W where there is attached sidewalk and ten (10) feet beyond the sidewalk where p pp will inspect storm drainage improvements serving private roads, parking lots and other paving improvements there is detached sidewalk. 0-12 SD & Manhole, ISPWC SD-611 0=11 Z W U-1 outside the public right-of-way. 21. Upon the completion of work, the Contractor shall submit a set of "Record Drawings" to 8 OF 17 S-1 = SEWER & WATER PLAN AND PROFILE 0 -17_ the Engineer. - - Boundary Line S. TWILIGHT MIST WAY & E. SHADY GLADE DR. Z W 7. Place all water valves, blow-offs and manholes so that they do not conflict with any concrete curb and 9 OF 17 S-2 = SEWER & WATER PLAN AND PROFILE �•-= gutter, valley gutter or sidewalk improvements. 22. The Contractor shall be responsible for locating and marking all existing service Right-Of-Way Lane LLJ connections in accordance with Standard Drawing SW3. E. SHADY GLADE DR./S. SOLSTICE ST. & E. LACHLIN ST. Z *0 N J 8. The street Contractor shall backfill all sidewalks at the completion of the paving. Centerline 10 OF 17 S-3 = SEWER & WATER PLAN AND PROFILE n 1- 23. The most current edition of the City of Meridian Specifications Standards & Drawings to Lot Line S. TWILIGHT MIST WAY Z Z 9. Actual field conditions during trenching may require additional pavement repair beyond the limits shown on the ISPWC Book MUST be on-site at all times. A stop order can be issued if the book is O H a the plans. The following conditions are listed in Section 6000 of ACHD Policy Manual. not on-site. - Direction of Surface Flow 11 OF 17 GIR-1 = GRAVITY IRRIGATION PLAN AND PROFILE Q 1). All asphalt match lines for pavement repair shall be parallel to the centerline of the street and 12 OF 17 GIR-2 = GRAVITY IRRIGATION PLAN AND PROFILE V 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 13 OF 17 PIRR-1 = PRESSURE IRRIGATION PLAN replace the entire roadway surface. WATER LEGEND 14 of 17 PIRR-2 = PRESSURE IRRIGATION PLAN � 3). Contractor shall replace the pavement surface to ensure matchline does not fall within the wheel Construct Water Line z O path of a lane. Matchline shall only fall in the center or edge of a travel lone. 15 OF 17 PIRR-3 = PRESSURE IRRIGATION DETAILS & NOTES 4). Flowable fill or imported material may be required if the native trench material is deemed unsuitable Instal{ Double Water Service 0 16 OF 17 DT-1 = STREET DETAILS AND ti U L by ACHD Inspector, does not meet compaction standards or time is a critical factor. 0 5). Any exceptions to these rules shall be pre-approved in writing by ACHD Staff before construction SEWER EGEND Install Single Water Service 48 0 SHALLOW MANHOLE, TYPE 1 DETAIL begins. 10 17 OF 17 DT-2 = STORM DRAIN DETAILS � Q 10. The Engineer of Record certifies that the plans are prepared in substantial conformance with the ACHD Sewer tine & Station -- Install Fire Hydrant L6 � SCALE NTS Policy and standards in effect at the time of preparation. The Engineer acknowledges that ACHD assumes no S--"- Sewer Manhole stall Conc. Thrust Block C) W DWG-DATE 05/11/17 liability for errors or deficiencies in the design. All variances ►-- In from ACHD Policy shall be approved in writing. $.C, Service Connection � The following variances, listed by date and short description, were approved for the project: NONE. - - --8"W- - - Existing Water Lane DEVELOPER Z O PROJ. NO. 170122 11. ACHD will inspect all improvements which fall within ACHD ri ht-of-wa or easements including, but S.L. Service Length p p g Y 9 - - -- --O==-' Existing Double Water Service BHH INVESTMENTS I, LLC 0 � SHEET 1 OF 17 not limited to, storm drain construction, trench backfill procedures, roadway construction and concrete S.I. Service Invert work. Any work to be done outside of the 300' extended boundary of the project will require a separate n Existing Single Water Service 1025 S. BRIDGEWAY PLACE, STE. 290 CL permit through ACHD Inspection Services Division. The Contractor will schedule an inspection, requested - --a- -8 S-�- - Exist. Sewer Line EAGLE, IDAHO 83616 M <through ACHD Inspection Services, 208-387-6284, a minimum of twenty-four (24) hrs. prior to and Manhole Existing Fire Hydrant Contact: Chad Hamel T- construction starting. Office: (208) 577-5501 1 0 Z 0 Fax: (208) 577-5510 /SHEETS/170122-T1.DWG