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PZ - 170117 - PRE-UTIL OPOSED UNPLATTED \ UNPLATTED SUBD. NO. 2 SSMH 113 RIM:O680.1 O INV. OUT: 2669.8E 25"BOISE-KUNA IRRIGATION DISTRICT EASEMENT 00 - - - - - - - I w = � 1 5 6 7 26� J 0 8 9 F?�� 0 00 10 I I N Q• ssMH 1A 3 A, 0, \ NOT A PART I ILL 0 • 0 RIM: 2679.9 `, / 2 SSM 1D SSMH 1E \�'" \ O Z = I I° INV. IN: 2669.42 RIM: 681.4\ SSMH iC RIM: 2681.2 '9 O [if Q NV. : 2670.33 J \INV. OUT: 2669 t N RIM: 2681.3 NV. UT: 2670.13 NV. IN: 267 84 1 1 0, \ ^ U O p NV. IN: 26s 82 NV. OUT: 2 0.74 V J 2 INv. our: 2s .72 BLOCK 5 F -- \ g Q - cK 3 W UTILITY NOTES M gL0 103 LF @ 0.4 % SSMH 1F PROP SED 1 ti6g61 P to&+ o-.a% �'03LF®w wv:262s7,.3s 12 24 I 1. SANITARY SEWER: PROJECT WILL SEWER TO A PROPOSED SEWER EXTENSION PROVIDED THROUGH THE SOUTHERN z SOUTHERN 4% X 0 INV. UT: 2671.25 � I LANDS 30� 7 49 \ HIGHLANDS SUBDIVISION N0. 4 IN E. SHADY GLEN DRIVE. THE SEWER MAINS WILL SERVE THIS SUBDIVISION AND SUBD. 4 CONNECT TO g"5 6 13 \ O \ FUTURE WATER h ss 1G OTHER PROPERTIES TO THE EAST AND SOUTH. SEWER WILL BE CONSTRUCTED IN ACCORDANCE WITH THE \ SOUTHERN HIGHLANDS W OZZq° 5 ® INV. N681.5 2671.86 REQUIREMENTS OF THE CITY OF MERIDIAN AND THE CENTRAL DISTRICT HEALTH DEPARTMENT. FUTURE SS CLEANOUT 15 °�.� V O \ \ RIM: 2681.80 � 138� SSMH 1 ¢y INV. OUT: 2671.7 INV. 2668.12 RIM: 2680.6 \ 6 14 \ NV. IN: 4 9 6 _ Nv. ouT2zssaa2 \'BLOCK e�6- \ G 2.WATER MAIN: THE PROJECT WILL CONNECT TO EXISTING WATER MAIN IN E. TACONIC DRIVE AND PROPOSED T o 6g2 A9�F 2682ssM ,H 15 tiA NOT A PART I WATER MAIN IN SOUTHERN HIGHLANDS SUBDIVISION NO. 4. THE WATER MAINS AND SERVICE DESIGN WILL CONFORM 2 10 RI . 2s82.o C9 WITH THE REQUIREMENTS OF THE CITY OF MERIDIAN AND THE DEQ. 20 Dj V. IN: 2672.23 O 4 21 21 G, INV. our: 272.,3 �\ Fp FF FMq 3. IRRIGATION: THE BEASLEY LATERAL CROSSING THE SUBJECT PROPERTY WILL BE PIPED. PRESSURE IRRIGATION rn 2 ®�, , SSMH 2A SSMH 28 � �F,y 16 'Iiq �o I N \ RIM: 2682.9 11 2 U WILL BE PROVIDED TO EACH LOT, CONNECTING TO THE EXISTING PRESSURE IRRIGATION SYSTEMS FOR SOUTHERN o RIM: 2683.2 F INV. IN: 26 .15 NV. IN: 26 ao 18 'f �'F -I' HIGHLANDS AND WHITEBARK SUBDIVISIONS. THE PRESSURE IRRIGATION PUMP STATION IS EXISTING ON THE SITE 1 NV. OUT: 2 0.05 INV. OUT: 70.70 17 �� uj J w \ \ s SSMH 2C ��, moo I > ADJACENT TO TEN MILE CREEK. ALL IRRIGATION STRUCTURES' LINES AND DRAIN LINES EXCEPT STREET STORM J c~n co IIINV. RIM:IN:2682.E 08 17 12 !� //�� f 1. ® .�,% a DRAIN LINES SHALL BE RELOCATED OUT OF THE STREET RIGHT OF WAY. Ir Z L O co 0 0 4 � G 18 go TEN MILE CREEK EASEMENT Z w Ld U M � � 44 16� BLOCK s 11 - � �n 2682 13 NV. Nsa2673.64 \ g 4. STORMDRAINAGE: STORM DRAINAGE WILL BE RETAINED ON-SITE AND DISCHARGE WILL NOT EXCEED THE 0- 0- g r PRE-DEVELOPEMENT FLOW. STORM WATER WILL BE HANDLED VIA SAND AND GREASE TRAPS AND SEEPAGE BEDS. 0 0 / \ \ Ilr � \ Nv. our: 2673.54 \ \ I Q J O 4 "" �\ ul 15 �� �I 6 19 A ��� 0- THE STORM DRAINAGE SYSTEM WILL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF MERIDIAN AND ADA w _ ^ / SSMH 2 9 Ili, e o ap RIM: 2682.3 \ ull 19 J 2 \ 6 COUNTY HIGHWAY DISTRICT STANDARDS. L � o N % I Q�B�l� SSMH 1J V I O W - NV. IN: 2669.28 uL NV. OUT: 2669.18 14 �` RIM: 2683.9 \ 24 Q C� a) " 18 31 INV. N: 99 20 �� S.UTILITY EASEMENTS: EASEMENTS WILL BE PROVIDED FOR ALL PUBLIC UTILITY OR IRRIGATION FACILITIES LOCATED LJJ J) 0 Lei C x �Fti k. J,y INV. o : 2si3.ss \\ �� _j OUTSIDE OF THE PUBLIC RIGHT-OF-WAY. w 2 !� C9 CD d I � } T - A BLOCK 2 ��;� SSMH 3 2 m w V RIM: 2682.8 A� F� �' 30 �` \ I NOT A PART \ \ PROPOSED ✓ 6 p NV. IN: 2669.65 S F� ��. 21 \ \ � Cn SSMH 4 sT INV. OUT: 2669.55 ������PP �qy� to vi � 16 � •i O � SSMH 1K \ � V SOUTHERN HIGHLANDS \ NIV. N682669.88 s ® 32 \ V SUBD. NO. 3\ wv. our: 2sss.7a s ssMH zD 5 22 O 9 s � RIM: 2684.1 (y SMH 7 3' � NV. IN: 02 \ RIM: 2683.8 BLOC' 29 NV. 0 . 2674.92 RIM: 2683.1 NV. IN: 2670.68 4 15 'o INV. IN: 2672.48 - ® • INV. OUT: 2670.58 6 Z / \ ASSMH 5 7 >�" INV. OUT: 2672.38 RIM: 2682.5 33 / I \ INV. IN: 2670.10 22,! ® Ch, ��� 14 0 \ SS 2E 28 '.6 ® ° 23 v 9 2683.8 s �4y'l� �+ 72 5 �� NV. IN: 2672.99 SSMH 1L `Sy7{ 2� / SSMH 6 �a;y� 'lF1 INV. OUT: 2672.89 oQ O \ NIV. 2: 2670.31 ✓_ o r' ®Q2 �j �� t. 34 \ _ RIM: 2684.3 OUT: 2675.45 liy'yF W o O � IN. OUT: 2670.21 0. '�, �� a'�, SSMH sA o `; 9> 6 ® • 27 BLOCK ,n `G'b� �n \ m \ U � RIM: 268 . _I o y G c QA \ Q O rn / 570.65 o ® \ \ 35 26 25 \� ��'rx mR \ (n U Y i o - - - - SSMHO6B�670.55 'i 17 o�� 00 12 ° RIM:H2684.7 I �O F �0 ^� A I U C/7 p rn M s 9 \ INV. IN: 2673.63 \ RIM: 2682.5 � - 7 NV. IN: 2670.91 SSMH 8 NV. OUT: 2673.53 Z p ^ / I INV. OUT: 2670.81 0 RIM: 2684.2 $ '0 7 \ \ a� + 9 Q ^00 ^ INV. IN: 2670.99 \ NV. OUT: 2670.89 T 11 `^ SSMH 2G36 �' z Z O RIM: 2685.3 10 ® \ PFdt O - - - - - _ \ 9 �o INV. IN: 2674.14 15�[ - I\ } 0 U � � U \ s NV. OUT: 2674.04 54 � - LEGEND m z w , 6� 1 SMH 9 s \ SSMH 2H 55 56 57 58 9 60 \ U - NV. IN: 2671.32 SSMH 10 \ \, 10 187 LF @ 0.4 % RIM: 268 6 o \ INV. IN: 2674.99 � I � Z N RIM: 2684.5 - - a NV. OUT: 2671.22 NV. OUT: 2674.89 11 W �� • 3s BOUNDARY LINE o SSMH 6C r'; SSMH 108 � I 9 61 INV. IN: 2671.E 10'LANOSC PE BUFFE EASEMENT U - - - RIM: 2682.E T NV. OUT: 2671s \ RIM: 2685.5 o SOUTHERN HIGHLANDS V. OUT: 267148 p 15 ®o INV. OUT: 2674.24 F 20'CRO ACCESS SEMENT � - - SECTION LINE SUBD. NO. 1 s N - - 1@ 52 oR `- - � � I J moQ � SSMH 6D 12 BLOCK 2 385 LF @ 0. ` /i� 39 I SSMH H2686.1 ® 9� MENARDS J 62 I J RIGHT O F WAY LINE o i E. MOR S TF DR. lF KJ z z z INV. IN: 2672.07 ° NV. OUT: 2675.95 ° SSMH 21 213 L ISSMH 2J SSMH 2K 6BLOC LOT LINE o o w o RIM: 2s83., � � � wv. IN: zs7s.as � � � - EXISTING LOT/PARCEL LINE o m Pffidt 14 40 51 RIM: 2685.9 RIM: 2686.4 RIM: 2687.3 Q \ 13 46 45 3 42 41 SSMH 10A / a r NV. IN: 2675.85 NV. IN: 2676.80 NV. IN: 2677.03 I o w m F'S \ X N I ®'� NIV. N682673.30 I o 3 NV. OUT: 2675.75 NV. OUT: 2676.70 ® ¢ INV. OUT: 2676.93 I �o EASEMENT LINE z Q J w \ I SSMH 11 NV. OUT: 2673.20 50 ® z 2 I $ J 64 I Q I Q o z 2 RIM: 2685.0 E'', gL0 5 EXISDNGBEASLEY I = EXISTING CURB & SIDEWALK Q a o Q w Cn \ NV. IN: 2672.22 CiK LATERAL EASEMENTI d °p \ z J o Nv. our: 272.,2 1 37 �' T°BERELocA�ED 3 7 ss ss EXISTING SEWER LINE o 9 z 8"s PROPOSED SEWER LINE W/MANHOLE � o � o '9 �R• � �ASSOC/AAORL K/RR/APON EASE - O - z - � E� MENT 48 4 SSMH 2L 6 w w EXISTING WATER LINE CD z EP �1ERiNr srnFwa I SSMH zIb RIM: N68267 66 O z / 11��/ONICF�- EP EP EP EP _ EP. - - - - - - �C - P �� 7 INV. N682677.15 4 LINE w o z } m - _ - - - - _ E F_ 1�$ - - - I v w z o 0 � I w PROPOSED WATER - - - - - --_- = - - - __ - - X EXISTING FENCE z 5 to ? --- -� - - c - _ - EXISTING OVERHEAD POWER LINE & POLE 21 ON 9 � 23 22�___� 25 ,,� EP 4 - - - OHP ■ - - -� EXISTING EDGE OF PAVEMENT _ 10 1 24 20 ��: ,��� E. TA D EIC R. �• EP EP Y / SSMH 12 19 -- - '- 13 RIM: 2 85.0 7 - E.G. E.c. EXISTING GRAVEL ROAD O rn� SSMH 2E4 \ /+ 13 \ o RIM: 2686. 26 - _} - __ cz O O 1 NV. IN: 26 3.38 SSM 14 ��•- _ ___ 2677.70 gL0\iK Nv. our: 2 73.28 BLOCK 8 RI 2686.8 18 27 4 3 ¢ I IRR EXISTING GRAVITY IRRIGATION LINE y w 00 SSMH 12E5 INV. 0 T: 2677.60 .� RIM: 2685s 6 ® • SSMH 4 -----►GIRR----- PROPOSED GRAVITY IRRIGATION LINE a' \ N . IN: 2674.68 r> INV. OUT: 2678.61 -- O OUT: 2674 8 SSMH 15 17 5 N RIM: 26 .3 RIM: 2688. o Z O^ �� Sp k, SSMH 851 31 LF @ 0.35 G NT W NV. IN 2675.07 NV. OUT: 2 71.13 I I EXISTING DITCH LINE O U) J o f LF RIM: 2685.1 \ M DR NV. T: 2674.97 _ v INV. IN: 26 39 5 ° B 28 1 38 00 N NV. OUT: s77.29 � 6.35 �84 4lF SSMH 16 LOCK SSMH 18E I " PIRR EXISTING PRESSURE IRRIGATION LINE `0� SSMH 12H5 n� ° fl.3S 9° RIM: 2688.9 RIM: 2686.2 I I I I 7 ®a 2 3 4 5 ® 3S g wlv 26 2675.401 6 A y� INV. OUT: 2672.34 - - -PIRR- - - PROPOSED PRESSURE IRRIGATION LINE x INV. OUT: 2679.78 � I ¢ � 6 I . OUT: 2675.30 0� P lF N o `O � � � O � l IIII ©, SSMH , SSMH ,3 eQ �F 30 E. WIDN ST , 0 37 RIM: 268 .2 RIM: 2686.1 7 !� �� 8Q 1 \ uL A/ _ ti ssMH ,aA 1 I I APPROXIMATE FEMA FLOOD HAZARD ZONE o 0 0 15 $ 6 >> OjL I NV. OUT: 73.5 47 NV. OUT: 2 74818 SSMH 17 ® �6 RIM: 2688.4 163 LF @ 0. % I - - m RIM: 2686.9 o !� F A 1 NV. IN: 2670.8 31 4 w BOUNDARY _o ® F'P 3 ® � K INV. N682675.72 0 32 33 34 35 EXIS G SSMH � INV. IN: 2679.40 �: f O� c� o BLOC 9 _ , / V. OUT: 267 .91 CROSS ACCESS 29 RI : 2693.79 INV. OUT: 79.40 0 A9 NV. OUT: 2675.62 J SSMH 18 14 SS 18B SSMH 1 C SSMH 18D EASEMENT I -----------►-- -------- Q 5 o R : 2688.5 RIM: 2s 8.7 RIM: 2689.0 STORM DRAIN LINE W/MANHOLE V. SW: 2689.14 > ,b RIM: 2688.1 V. IN: 2671.03 NV. IN: 2671.29 36 �' O � 2 \ „ T NV. IN: 2675.94 INV. O: ?671. 9 NV. IN: 2672.04 ----� SEEPAGE BED W/SAND & GREASE TRAP �- 13 12 11 10 NV. 0 T 2670.93 V. OUT: 2671.94 ' s H ,2c 14 9 INv. our: a - // 16 ® 9 BLOCK 4 '9y M: 2686.? SSMH 12 $ - - - -C'-K w 00 T \ SSMH 12H3 0 0� 13 -� -fg �I$py� RIM: 2687.8 4 NV. IN: 2674.33 0 RIM: 268 4 SMH 19 - - - VALLEY GUTTER Z O 28 INV. IN: 2678.84 s \ SSMH 12E2 NV. OUT: 2674.23 �. INV. IN: 2 73.95 RIM. 2688.2 I W O j SSMH 12J4 NV. OUT: 2678.74 RIM: 2686.8 NV. OUT: 2673.85 SSMH 20B SSMH 2 A NV. IN: 2676.13 ss RIM: 2692.2 6 ' 10 NV. IN: 2 6.18 �!T 1 �,t 1 15 RIM: 87.6 ® CATCH BASIN 1 p6,y�ln NV. OUT: 2681.20 �� NV. OU. 2676.08 3 NV. T: 2681.08 RIM: 26 8.3 ® NV. OUT: 26 15'BLACKROCK NEIGHBORHA Z O t INV. IN: 2677.27 0 :`,, ASSOCIATION/RRIGAAON EA _ / 2 6 4. @ 6 SSMH 12H2 17 SSMH 12E1 B��p / °,,t,' -�. NV. OU: 2677.17 SSMH 20 12 i DIRECTION w RIM: 268 . o - - - RIM: 2688.7 � w SURFACE FLOW RIM: 2688.3 �` 11 INV. IN 675.53 9 •� ✓' 31 --- - - - - - -_ �" INV. IN: 2676.70 m > NV. IN: 2678.48 -- - W I Q INV. T: 2675.43 �° " OF SMH 12D NV. OUT: 267 w 2 CONTOUR LINE T SSMH 12J3 27 INV. OUT: 2678.38 'l10 2 T/l� o� RIM: 2687.2 _ _ _ �•� E. RENWICK CT. �s O 269E SSMH 12E p NV. IN: 2674.80 - - 30�L @F-0.6 % ---117-LF @ 0: ° Z ® RIM: 2692.6 18 F - - - - ° II 11 I Z o INV. IN: 2680.92 E 12 \ RIM: 2687.7 4 s� " INV. OUT: 2674.7o I <�e� 10 CONTOUR LINE o 26y 3 INV. OUT: 2680.82 9 3 J INV. IN: 2675.3, o d MH 12J2 s !� NV. OUT: 2675.21 °�° ® ® O' o� RIM: 6694.8 @o �/� 98 o� sQ� 17 18 19 20 21 < Cn / 3o Q CL a EXISTING GAS LINE MARKER o NV. IN: 2680.29 19 Q o / 1���> 16 e INV. our: 2680.1 9�� 26 9 ' SMH 12F 13 A SSMH 12E7 r} 10 I I w vi E❑ EXISTING ELECTRICAL JUNCTION BOX z m ® SSMH 189. RIM: 2688.2 k /i ' A •, RIM: 2688.3 RIM: 2689.E i H 12J1 4 o BLOCK INV. IN: 7.68 20 '6y NV. OUT2 75.81 ®� ��/ice NV. IN: 2675. 84 CK 9 3 _ V. 2694.E • 0�� 25 \ Nv. OU. 2677.58 lF SSMH 12E8 29 gL0 " a EXISTING TELEPHONE RISER Y m INV. IN: 2679.82 ,ti CSSMH 12E6 ,�,® Q NV. OUT: 2679.7 p\S RIM: 2688.0 RIM: 2688.7 SSMH 68 9 I I1J ~ �` \ 14 1NV. IN: 2675.62 NV. IN: 2676.23 (!1 RIM: 268 6 Z U 21 � P 27 26 25 24 23 22 � INV. IN: 2677.33 I I W 0� EXISTING WELL � w o s rt" IN NV. OUT: 2676.1 LaJ INV. OUT: 2677.23 1 I N U _ 5 �OQ�y 24 SMH 12H oaf• Q Y Q ss GFT RIM: 2691.1 22 F® ► SSMH 12G 13 2s \ 8 ® EXISTING WATER SERVICE !,o INV. IN: 2676.90 �- RIM: 2689.1 -n SSMH 12E9a ''^^ - - gLOCK 12 Oo INV. OUT: 267 . 0/� 1�ti �'26 INV. IN: 2676.35 ® RIM: 2689.5 SS 12E9b m I J ® EXISTING WATER VALVE M z r ���� 90 15 NV. OUT: 2676.25 o NV. IN: 267 .56 RIM 2689.5 - J m 17 6 �� \ i D 1 P V. OUT: 26[7.46 INV. OUT: 2679.59 vi �� U N P LATTED = BLACKROCK SMH 121 23 ��'�, �°I° - 12 _ 7 )D EXISTING FIRE HYDRANT o N o o f s RIM: 2694.4 ® a U SUBD. NO. 1 7 ° e� Nv. IN: : 277. N6�F N 115 F @ o? % , _ E. PALMYRA ST. PROPOSED MINI-STORAGE V. OUT: 2677.88 L .....,' y v 16 �� 329 LF 4-G--% o Z > PROPOSED FIRE HYDRANT Q RIM: 2 cn 691.5 ®�`` `, NV. OUT: 2678 74 1 1 f*1 SMH 12H7 ° Q SMH 91. 5RIM: 2692.5 ® 6 Z O SSMH 12E9 z 1 2 3 4 5 6 7 8 J I NOT A PART EXISTING STREET LIGHT a H 12J $ 1 NV. IN: 2677.28 0 RIM. 2689.5 rn < W Z IM: 2695.7 �� - NVI�T: 2677.18 s NV. IN: 2677.00 cn Q INV. IN: 2678.30 9� 17 NV. OUT: 2676.9 [� PROPOSED STREET LIGHT Z INV. OUT: 2678.20 N 55 Z 9 !i o 14 16 o I 10 T ';•,', 1 BLOCK 10 ® EXISTING TV RISER o o � h' RIM: 2698.0 en:; o SSMH 12K N � �;'. EXISTING BUILDING J 0° LLJ w 6 INV. IN: 2s7ss2 „'•;j 1$ �� 15 14 13 12 11 10 9 SSMH 22 4 I � O o NV. OUT: 2678s2 I Z J N 17 ® RIM: 2690.7 11 9 INV, IN: 2678.4E r gL0C'K SSMH 12E11 INV. OUT: 2678.36 O • ® U `� n RIM: 692.1 SS H 12E13 3 13 INV. 1 : 2678.27 10 19 RI : 2691.5 t N SSMH 12L ,,$ ¢ r 1 �p INV. UT: 2678.17 IN OUT: 2680.64 8 I I O E. CYAN ITE DR. RIM: 2702.9 SSMH M H269481 ' �� LOCK NV. OUT: 2679.15 121NV. IN: 2678.44 ®� $ ;% ®4p LF Ml g gLOCKI NV. OUT: 2678.34 SSMH 12E10 �� ® STON a Is RIM: 269L•6 .4 '3s r n F o 2 0 20 NV. IN: 2678.01 0.6 % SSMH 12H919 0 1 INV. OUT: 2677.91 11 12 RIM: 269 6 ® SSMH 12H10 INV. IN: 278.7E RIM: 2697.6 7 6 5 4 3 2 1 • o SCALE 1 = 200 2678.6E J INV. OUT: 2679.40 SSMH 12E12 N �� N 2j o RIM: N: 2.4 I DWG.DATE 04/24/17 bkb SSMH 23 0 2992 INV. IN: 2678 53 RIM: 2694.2 L20 �69 21 INV. OUT: 26 8.43 ��� �� ��� ��� ���6 269 INV. OUT: 2679.5 \ ' 1 PROJ. NO. 1701 17 15 AD - 12"BO/SE-KUNA/R/G °N DISTRICT EASEMENT 15"&ACKROCK NEIGHBORHOOD IXISTING BLACKROCK SUBDMSION ASSOC/AT/ON IRRIGATION EASEMENT PRESSURE IRRIGATION PUMP STATION SCALE IN FEET SHEET 1 Of 1 UNPLATTED PROPOSED EASTRIDGE SUBDIVISION DIAMOND RIDGE ESTATES SUBD. UTIL /170117-PRE.DWG