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PZ - Public Utility Plan 1 I �� ELWR PiS® S�BD �, c� ® C'4 p O _j _j Q c- SO N ( V) I I I p p FROPOSEO SS4fFd I 0 00 I I I I RIU=2696Ot Nuj I 1 1 1N1/-268811- (AN) 6 W ® Z ----- -------------- - I I E f 1Al1/-26 2(s) H 20 w I - - ----- ---------------------------- -- ----- ---------- ----------- w - • w _ > 12VV 12W 12W EP EP ---- -eA� _._..�� - w CATER MAIN (BY OTHERS) - - - - - - - - _ 1 - - - 1 �, 2 - GAS GAS -------------------__--------------------- � � � z L! w �ArtA/7Y RoAo- - - WATER MAIN BY OTHERS) _ - - - - - W Q zPvc - - t - - - - z � � w -7 7 3: _A. .�. I ? W a t. \ PIR PIR PER PIR \\ PIR PIR PIR \\\ f a ®N ----------------I--T-------- --------T--- - \ J^ I 1 I 2 \\ I E1 11 10 9 8 7 6 5 4 3 d 3 4 5 2 \ ' ' SSMH#2 SSMH#3 6 1 1 ' \ 1 1 RIM ELEV=2698.61 RIM ELEV=2695.29 6 \ ' ' 1 INV OUT=2691.17(E) I Ii�IIV OUT=2590.14(+) \ M IN= 2690.24(SE) V #A3.221jj >a e7 1 \\ RIM ELEV=2700.82 -- - --QJILLILL),IJ TV - d I Z ® C\I \ M 230�@-0.7% � 1 I \ - ss< --------- I W 1 ------ UTILITY NOTES � z o �°-v I --------I----- z Q'_ 00 to 71 LF -1.9 I >� 332��-o.s% - ITIT >Ss. >ss 241 LF s<0.4 I s W 00 to ss I Lj a \ ..., SSMH gqa-3.z1 . :. a . I I SSMH 4 W WOODMURR9 COURT 1. SANITARY S ER: PROJECT FILLS ER FROM A PROPOSED SEWER FAIN LOCATED IN ^ \ RIM ELEV=2700.89 - ® RIM ELEV=2695.53 1 L.L. O co \ III QUT=2s91.56(s) SSMH#A-3.23 I PROPOSED SHELBURNE SOUTH SUBDIVISION ON THE NORTH SIDE OF E. AMITY ROAD, cc o� INV OUT= 2690.38(NW) I W ]� cV ssMH#1 I o INV IN=2690.48 S 30 . (} RIM ELEV=2699.18 2 3 4 5 6 7 8 ,;.... I ,_------ --------� --- \\ I IRv N= 691. s W) �- _ AND FROM AN EXISTING SEWER FAIN LOCATED AT THE INTERSECTION OF S. HILLSDALE w •� ® 6NV @I3=2691.66(W)__4 P INV OUT= 2693.30(W) 9 1® RIM ELEV=2695.40 13 14 15 I / 00 1 N Idly QUT=2s89.o8(N) I i 1 AVENUE D E. HILL PARK STREET, AS SHOWN ON PLANS. SEWER WILL BE Lu ® > - I s 1NV IN=2689.18(W) I I ------ - I I ® .. .� ® 15 SSMH#A-3.4 g , - ---; I CONSTRUCTED IN ACCORDANCE IT THE REQUIREMENTS OF THE CITY OF MERIDIAN AND > � z RIM =2699.29 INV IN=2689.18(E) 3 INV OUT= 2691.50(S) I I / I I DEQ, s s w o PIR �_� 1 I I ® z .c I I 16 1 PIR L J I i �, J I` w �' IR PIR PIR 8 i I 1 2. WATER : 12 WATER MAINSHALL BE BUILT IN E. AMITY ROAD (BY OTHERS) AND CD n I ' I PROJECT WILL CONNECT TO THE N 12 WATER MAIN, ALSO PROJECT WILL CONNECT v 1 17 v 40 39 38 37 36 35 34 33 I ' 1 J 1 � 32 11 31 30 29 16 I I TO EXISTING WATER MAIN AT THE FUTURE INTERSECTION OF S. HILLSDALE AVENUE AND I � ' \ •. © I SSMH A-3.5 --------------- ' ---__-- ----^-- -- E. HILL PARK STREET, AS SHOWN ON PLANS. THE WATER MAINS AND SERVICE DESIGN 1 �° I 1 RIM ELEV=2697.09 -1 - ILL CONFORM WITH THE REQUIREMENTS OF THE CITY OF MERIDIAN AND THE DEQ. \ V I I INV OUT 2691.24(W) I g _ ____ INV IN=2691.34(SE) -------•-- -------- ' 19 J I i i 3. IRRIGATION: PRESSURE IRRIGATION WILL BE PROVIDED TO EACH LOT, WITH A NEW e e 9 o I I ... . 17 -L i i ! PRESSURE IRRIGATION PULP STATION, THAT WILL BE LOCATED ADJACENT TO THE g I 20 I I I CUNNINGHAM LATERAL. .,...E PRESSURE IRRIGATION SYSTEM WILL SERVE ALL PHASES OF I ' 414 LF @-0.4% ' ® I I CE TERVILLE SUBDIVISION AND ILL BE OWNED A MAINTAINED BY SUBDIVISION w N o -. 1 . LI IAA 3 3 "'ems <-.► ss< ' ' 1 4 I I , }' N •�- 00 ' RIM ELEV= 2700.7z 9 . :... 27 d cown; I `\ 1 HOMEOWNERS ASSOCIATION OR ITS ASSIGNS. ALL IRRIGATION STRUCTURES, LINES AND Q o ® I I Y ao W 30° I INV QUT=2689.48(S): ------ -- , t U --J ---- ---L--- � e ■ I _ INV IN=2s8958(N) • 18 I LINES EXCEPTS E STORM IN LINES SHALL BE RELOCATED OUT OF THE � I INV IN=2689.58(E) 2 10 i STREETRIGHT OF WAY. PORTIONS OF THE CUNNINGHAM LATERAL WILL BE PIPED AND Z ®CD ro 1 22 1 3 4 5 6 7 8 26 10 I W DALRYMPLE COURT REROUTED. ® - c,✓ I _ 6f8 SSH A-3.6 ' Z w C� � Y �� 23 ��' RIM ELEV=2697.45 ® cat I SSMH#A-3.2o tesQ INV OUT=2691.50(NW) z ,,------- --- -- __-- . STORM DRAINAGE: STORM DRAINAGE WILL BE RETAINED ON-SITE. STORM WATER WILL ® p �- = 1 RIM ELEV=2703.25 INV IN= 2691.50(S} 2 5 ( I / ! I W INV OUT-2689.75(S) I I _ � 24 19 I e , BE HANDLED VIA NHOLES AND�°OR SAND AND GREASE TRAPS AND A SEEPAGE BEDS C- ap z w INV IN= 2689.85(N) ------- ---_- I I 1 I I SYSTE . THE STORM D I AGE SYSTE I BE CONS CTED IN ACCORDANCE WITH C- IL I_ PIR 12 \� /'I I ' THE CI OF MERIDIAN A COUNTY HIGHWAY DISTRICT STANDARDS. N 24 an 11 I I o o 25 n = I i I i 5. UTILITY EASEMENTS: EASEMENTS ILL BE PROVIDED FOR ALL PUBLIC UTILITY OR , 13 23 IRRIGATIONFACILITIES LOCH OUTSIDE OF THE PUBLIC RIGHT-OF-WAY. 26 0 � 2® I I I �� Vs z I cis .` ✓' 0 ------ ------ g V SSMH[5 - -I ' -------L-- z "R I • lg 0 27 cn j 14 22 RIM ELEV=2698.04 -T o ©_ , I I 0 INV OUT= 2692.06(N) 12 � 1 1 I I � �n�., � _ INV IN=2692.16(S) ® � i m z I I I -I- --- ---- --- - I g 29 2uj 8 r -------- , I I I 1 r 1 21 EL - i i 9 i N � z CD _ -•...-I d. Z 0 J m ------ I I I I m J® z J J C) _ I I ovi_oo 1�l � �/ I I I I �/®� PVC STR 150 SS<0.47. < 310 LF 0-0.4% E - I m 15 � ---- -- '� 16 -- -- 13 '------- � - d � .3�- --- _ _ r I LEGEND � �cm,�o � I ca c7 ai w Ea9ST.SSW 1A SSMH A-3.2 b � a_---------- � 1 `� I I ® � M w eif IC I SSMH g A-3.1 _ cn C) w R/rd�=2704.0# I a RIM ELEV=z7Q4.51 RIM ELEV=2ao3.25 0 2 I +-------- I------------� �� s BOUNDARY LINE - w m l I°-2686 35 (6T/f�l 1w OUT=2687.00(W) INV Q16T=2 34(W} ' ' cn zz � - a 11VV 2686.4 (E) INV IN=2s87.10(E) g� ` INV IN=2688.44(N) SSMH#A-3.9 17 a 37 c I --- SECTION LINE INV IN=2688.44(S) . RiM ELEV=2704.17 n I 8IL 0NO COURT INV IN=2687.10(N) f � o SSMH#A-3.7 3 I RIGHT OF WAY LINE INV 1N-2fi87.10 S . o �' � � INV OUT=2688.86(N) b _ = O I ® o O `; RIM ELEV=2699.78 t.8 I I� 3 ® 6 INV IN=2688.96(s) = 1 O m INV OUT=2692.82(N) I �--------- -----------r- LOT LANE t a Q !1 w 7 - PIR PIR INV IhI=2692.92(s) 4 14 ------------- I ' ------------------- o s d 1 1 I EXISTING LOT/PARCEL LINE 1 ' 36 EASED LINE ©o �I aR 19 0 w 28 27 26 25 24 23 22 I '`'' CV } J 5 �, I I i ----------------------- EASEMENT LINE (S & WATER) �� ~ �9 d SSMH A-3.8 0 IN SSMH#A-3.24 .. 1 f- o SSMH A-3.11 I I I (n O I RIM ELEV= 2705.88 1 e : °� RIM ELEV=2704.49 RIM ELEv=voo.82 i i I CURB, G & ATTACHED SIDEWALK a 00 04 9 � INV OUT=2691.17(W) INV OUT=2693.53(N) � g 6 35 ^ 15 CURB, G & SEPARATED SIDEWALK �� w o INV OUT=2597.78(N) I11�6 IN= 2691.27(E) INV EN=2697.88(S) 8 n 10 r ------- ------- I 1 --------- --------- I - - - 0 <- - - EXISTING SEWER LINE < I SSMH A-3.1o. 288 -0.5 _®a 7 °- i i i i ss PROPOSED S NE (BY OTHERS) ®I co 3�, RIM ELEV= 2705.12°: \g `2 Ui'a sS< Ss< 27 I I 1 I ..O (N)° `-_ >ss PROPOSED SEWER LINE �� INV OUT 2689.50p 4 INV IN=2689.60 E) 34 ' 9 1 I i I INv IN=2689.60(s) 8 1 I I I I PROPOSED WATER LINE W FIRE ® °' 12 RIMM ELEEV=32701.14 #6 16 I I I I I / . w 20 19 18 17 16 15 14 13 12 11 ® RIM EIB= 2701.08 ' ► ' I 1 PIR PROPOSED PRESSURE LINE z w o o INV OUT=2693.00(W) I g I I N I 1 W INV OUT=2694.27(N) I SSMH A-3.12 9 I I I I I v �, 13 RIM pI.EV= 2701.30 ► I I I I �I�P EXISTING OVERHEAD PO LINE & POLE N a) INV QUT=2692.71 (W) 1 I I I I 1`P EXISTING EDGE OF PAVEMENT I \ 18 r INV IN=2692.81 (E) 33 I I I I p z I ' 10 -- �- - ----------- ----------L- ®- d:: 1, - r II � GIR PROPOSED GRAVITYIRRIGATION LINE ,1 SSMH#A 3.14 I PIR PIR w. MACUMSO Sr. PROPOSED STREET LIGHT RIM ELEV=2705.91 PIR \1 INV OUT=2690.08(N) CURB FLOW DIRECTION €@IV IN=2690.18(S)' ------__-- ----- E A-3.25 , 16 22 23 24 25 26 27 30 �� , --- STORM DRAIN W/CATCH BASIN, HOLE, RIM ELEV=2707.88 .1 SS A-3.27 28 i pi P [- - �- D & GREASE & SEEPAGE BED INV OUT=2s98.49(N) � 08 IW IN=2698.59(S) t ®=2700.50s� 17 29 INVV GUTTER SSMH#A-3.28 �I RIM ELEV=2709.15 I Q INV OUT= 2701.44(E) b '` °. -- - - ---o ---- �� /' �' I I 42 1 74 LF""@-2.9% "' 152 I F 8-0.8 o - - __ . �, r V - - ��9 VV / /' r' UNRINNGMs s O LATERAL :... .. - • � i 31 ' e� 441 LF®-0.4� d. I I 10 w V, \ ` < Ss< t \\ �•� I ., � E�E. -' „ I>u... Ex Sr.JUNNNa .� H IA-3.15 -�- � � SS< 1� �� Q i I g \ _..is EB�SE. 13E QUA _::�., RIM ELEV= 2706.51 .- ... -----{ I., .> �. INV OUT=2690.46(N) BSc 045$ Q I I I � ® SSMH A-3.26 INV 1N=2690.56(SE) SSMH A-3.16 SSMH#A-3.17 S I I J w p pp - \ �+ i RIM ECEV=2708.46 2 '� RIM ELEV-2706.67 RIM ELEV=2703.31 �. 32 INV OUT=2590.77( ) INV OUT=2692.s4(W) �. \ I I IV OUT=2699.18(N) 0��,, 31 INV IN=2690.88(E) INV IN=2692.76(E) h I - - ------- -� a \ ®� '� INS!IN= 2699.28(E) ��, ;�..• _ g � gg H A-3.18 ® � W i INF!IN=2699.34(W) ,, n 33 34 35 36 37 RIM ELEV=2703.22 0 I g I Z INV OUT=2693.30(W) 1 I � V \ OR PIR INV IN=2693.42(s) � 32 "� i li! \\ I ! E� _ - EG E�--�.EGA EG ' -► ' I I I A z icy z ciy' E ------ \ _cbs :K cQ SSMHA-3.19 ------ -� I.r RIM ELEV=2697.274 ----------- v .: � I - P INV OUT=2693.74(N) PIR PIR I W � g I El I I � PIC- __ \\\ \ .. \eee I � 00 I I - ` �. \\ \ \\ee 1--- I W ROCN/AMPTON ST. \ \ H0#R)'L*VES!/BD. NO. 2 I I ______________71 I\ a- 8 PVC 8 PVC ��\ \ \eee I I 110#Ry LANE M NO 2 I ' \\\c��eAfi` \ee I ------------1 I I f� ROCK PTON ST.r ------- ---------I -- ��;�� ee \\ \`e I ° -- SCALE 1�'=80' e \ ----------I------------- / G� //i ee /// eee ee \\\ �y---- -------- - I \ Q I I I ' e ` - ' z I I 1 ' ► DWG.DATE 06/25/21 r1s; ' /' e \ C� t�! ROCK PTON ST. 5' / HOWRY L4f E\SUBD NO 1 ,' e e I I I I I e e I 1 1 I PROJ. NO. 190304 e ---------------- I I g G / ee\ eee ----------------1 I -- ----- I I ' SHEET 4 OF 4 I -----�-- 80 40 0 80 160 240UTI L- 1 1 mmommm"mmm% ISCAU IN FEET /190304-PRE.DtNG