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CC - Conceptual Engineering CONCEPTUAL ENGINEERING PLANS FOR REVISIONS ----- --------- 0 - --- r A 7/22/14 REVIEW --- -------------- --------- - B 01/13/15 LOT ADJUST -------------- EARL GLEN SUBDIVISION %" C 05/19/15 APARTMENTS ------ LOCATED IN A PORTION OF THE SW 1 /4 OF THE SW 1 /4 OF -1 SECTION 29, TAN , R. 1 E , BOISE MERIDIAN , CITY OF MERIDIAN , ADA COUNTY, IDAHO ---- ----I --_ J ------------- ---- I-- -- l MAY 197 2015 - ------) f� f-------- ----r-----�- z �n O o � Q --------------------------- �--E. McMILLAN RD -------------------- PROJECT SITE STUB WATER MAIN TO THE CONNECT TO EXISTING --- \�--------- LEGEND NORTH FOR FUTURE EXTENTION SNER\DD\v\SOND W p,N 8 DIA WATER MAIN � EXISTING PROPOSED 50 NE R 8 EXISTING 8" DIA PROPERTY LINE SSMH #160-A4 Z - WATER MAIN - - i U o i STA: 18+17.08 _ _ _ _ i _ - (n -------------------- ------ --- -- -- --- - - - - PROPERTY LOT LINE ------ ---- � I —� � TJ261�- ®IR � / ti � OFF: 5.00E � ---- - CENTERLINE ---' LOCDS� 8W W W �� -- -- --�----- - `!�> m � - -- - -- - - - - - - -RIGHT RIGHT OF WAY N E 5040 ovE RD N� �' E ROARING CREEK ST ,_-26io--- ,',' � '' T o y --- SECTIONAL LINE G RDV �CODNx - --- EXISTING 8" DIA ROARING CREEK STA - ------' _--- �� -- -r - - - - - - - - - - - - - - - - - -EASEMENTCl.) I SEW��ER MAIN S ---- ------ �� � ; EP EP EDGE OF PAVEMENT s:."36V4 C s,s.,4 -- -_ S —————— --__- 6 ———&" _ ---- --------- ----- --- --—- — e dA EG EG EDGE OF GRAVEL ------:26� ----_ -�_ = _ -_-__ -==- so _- ----____ - w SD — - - c —� �— — VICINITY MAP GAS G UNDERGROUND GAS LINE 08 — - X — �)C -' ' ' ---�2608_— 4 I �� R� R R ` -2610- 1780 E. McMILLAN RD, MERIDIAN, IDAHO 83646 Ln 0- W W WATER LINE - �- \\ I� - - - -- (--I Q 8w 8w 8" WATER LINE 60�, �' �'�;��� I �,� I PROPOSED UNDERGROUND �� N.T.S x 2 I 00 PRESSURE IRRIGATION LINE RETAIN AND PROTECT EXISTING fb 6w 6w 6" WATER LINE I I o CN- R GRAVITY IRRIGATION LINE AND BOX p 1 Ws 1 WATER SERVICE LINE 10' PUBLIC UTILITY, - LOT 1 �� I �n 4 a S S SEWER LINE IRRIGATION AND DRAINAGE A1 I 5,856 SF I I I " I 'ot m 00 EASEMENT LOT 4 LOT 3 LOT 2 8s 8S 8" SEWER LINE I 5,817 SF ,I 5,039 SF I 6,463 SF I LOCATION OF EXISTING F-r--I 5 00 4S 4S 4" SEWER SERVICE LINE �1 I- `�, PRESSURE IRRIGATION N lzt 12SD 12SD 12" STORM DRAIN LINE - - - - I I I I PUMP STATION N- OHP OHP OVERHEAD POWER SSMH #160-A3 \ ( I I \ o UP UP UNDERGROUND POWER STA: 17+01.86 PROPOSED UNDERGROUND I OFF: 9.32E UT UT UNDERGROUND TELEPHONE PRESSURE IRRIGATION LINE a�', LOT 2 \ J 0 FLOW LINE I 5,773 SF �� ��� �`� Ln a- GB GB GRADE BREAK �� `� - - - - _ _ - `� - 10' PUBLIC UTILITY, 00 GC GC GRADE CHANGE _�' - IRRIGATION AND DRAINAGE I_ A `� �— EASEMENT TB TB TOP OF BANK TOE TOE TOE OF SLOPE �\ — LOT 5 PI 4PI PRESSURE IRRIGATION LINE I \ �� 7,831 SF _j 0_ �p IRR IRR GRAVITY IRRIGATION LINE I I \ \ ` I J O a� O CHAIN LINK FENCE LOT 3 \ \ \ I ` J o r a- 0o kp❑ WOOD FENCE I 7,788 SF Z�� R�8 ` \\ - — — - - _ LO Qcli O cam» I] VINYL FENCE S X X WIRE FENCE D SpR\tA I— \ \ ` �2607� CONTOUR WOODLPDA�\SVON - - �� A � _ _ GENERAL NOTES z w 6 — n @SSMH OO SEWER MANHOLE NE. C'N - - - - - _ - - \ ` LOT 6 FN pLPCE 1. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN � J p / I \ \ 5,880 SF I ER\D \ON SN D\v\S APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL COMPLY WITH IDAHO CODE m (� Z _0 c ❑s WATER BIBB FAUCET I \ \` I SVB CHAPTER 22, TITLE 55 REGARDING UNDERGROUND FACILITIES DAMAGE LLI oco oco SEWER SERVICE MARKER \ SSMH #160-A2 `" I ZON PREVENTION. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF W 04 o U CLEANOUT _ _ STA: 15+47.17— �J �I EXISTING UTILITIES BEFORE COMMENCING WORK. THEY AGREE TO BE FULLY o z � b FIRE HYDRANT OFF: 1.81L - - - - RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE THEIR FAILURE TO _ Aq I EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES. CALL DIGLINE, INC., 48 WO WATER WELL LOT 4 HOURS BEFORE COMMENCING ANY UNDERGROUND WORK AT 811 OR 342-1585. q 0 WATER METER 26,091 SF ` ` I LOT 7 2. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE CURRENT EDITION OF 0 WATER SERVICE 1 I I LOT 5 I 5,107 SF THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS AND DRAWINGS TO THE mwv ® WATER VALVE I 5,506 SF I I IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC). O BLOW-OFF ASSEMBLY & VAULT i \ I I I PROPOSED UNDERGROUND 3. ALL SANITARY SEWER LINES SHALL BE 8-INCH IN DIAMETER UNLESS OTHERWISE TEMPORARY BLOW-OFF i - - _ _ - PRESSURE IRRIGATION LINE NOTED. SEWER SERVICE SHALL BE PROVIDED BY THE CITY OF MERIDIAN. PRESSURE IRRIGATION DRAIN i - _ - I - 4. ALL DOMESTIC WATER LINES SHALL BE 8-INCH DIAMETER UNLESS OTHERWISE ] PIPE END CAP j \ g\.00K 2 i — I NOTED. WATER SERVICE SHALL BE PROVIDED BY THE CITY OF MERIDIAN. z I PIPE ADAPTER I \` � Fjl �Fp FITTINGS W/THRUST BLOCK / I I 5,050 SF \ I LOT 8 5. THIS PROPERTY IS NOT LOCATED WITHIN A FLOODPLAIN. O O LL EXISTING SEEPAGE BED LOT 6 I cn 3 a1 6. CONTINUATION OF GRAVITY IRRIGATION DITCHES OR DRAINS TO DOWNSTREAM C/) PROPOSED UNDERGROUND , I 5,555 SF I I °0 I 00 I 8` \ I PROPERTIES, SHALL BE PROVIDED IN ACCORDANCE WITH IDAHO CODE. z V J OD O STORM MANHOLE PRESSURE IRRIGATION LINE I- - �J I Q � O � PROPOSED 8" SEWER MAIN I--� - - - 7. PRESSURE IRRIGATION WATER WILL BE PROVIDED TO THE LOTS IN THIS J ® STORM DRAIN CATCH BASIN _ _o_ _ I �_ J I \ DEVELOPMENT BY UNDERGROUND PRESSURE IRRIGATION LINES SERVED BY AN � 0 STORM DRAIN DROP INLET o - - - - I\ R�8 EXISTING PRESSURE IRRIGATION PUMP STATION LOCATED IN LOT 2 OF BLOCK 1 Ur Q co 10. —I pNEO MM 00 O O SAND AND GREASE TRAP 0 I Z LOT 9 8. STORMWATER WILL BE RETAINED ON SITE OR DETAINED PRIOR TO DISCHARGE INTO z W ®PIV 4 AIR RELEASE VALVE I` I I I 5,050 SF I THE HISTORICAL DRAINAGE FACILITY. THIS PLAT CURRENTLY SHOWS THE = O �-- CONCEPTUAL LOCATION OF FACILITIES, BUT THE ACTUAL LOCATION AND SIZE AND LU ®IRR IRRIGATION BOX it I LOT 7 \\ I PROPOSED FIRE HYDRANT I FACILITIES WILL BE DETERMINED AS PART OF FUTURE SUBDIVISION DESIGN. STORM LLJ V J (z OI OO ® IRRIGATION MANHOLE I IJ I 5,555 SF \ I DRAIN LINES, RETENTION FACILITIES AND TREATMENT SHALL COMPLY WITH DEQ'S UTILITY POLE PROPOSED LOCATION OF I - - - �_ _ _ STORMWATER BEST MANAGEMENT PRACTICES AND BE APPROVED BY ACHD. Ur POLE ANCHOR ACHD SEEPAGE BED AND I \ { I \ > \� 9. TOPOGRAPHIC AND BOUNDARY SURVEY PROVIDED BY FOX LAND SURVEYING MAY z LLI ❑E ELECTRICAL BOX STORM DRAIN EASEMENT I _ _ ' J a I F 2014. PROJECT DATUM IS THE NAVD 88 DATUM. w W O I r—� _ — =— z3 I I Co LIGHT POLE RETAIN AND PROTECT I ,' \ I LOT 10 I a 10. SEE SHEET CP-2 FOR CONCEPTUAL SEWER PROFILES. Q 'R v ❑T TELEPHONE RISER I I O 5,050 SF V T C EXISTING GRAVITY r � � I c © GAS METER/MARKER IRRIGATION LINE �ii �' I ��� R�8 I � 7, v CONNECT TO EXISTING PROPOSED 8" WATER MAIN LU © GAS RISER LOT 8 I W I I U © CABLE TV RISER II ' 8" DIA WATER MAIN I 6,141 SF CD �-- - - - - z SIGN CONNECT TO EXISTING Z — 0 o MAILBOX DIA SEWER MAIN U BARRICADE I' LOT 11 ® Uj 0 DECIDUOUS/CONIFER TREE N r' - - - - 5,102 SF OLOT NUMBER EXISTING SSMH #K16-160 I / o,� , / I P o STA: 10+95.01 �r �- � , v 8w I \DPN pL CE N OFF: 0.82L-; �� �Q5 %I z2" - - _ ER ON DETAIL NUMBER _ - - - - uBD\ S\ S SHEET NUMBER 2606 SN R' 0.40� ' EXISTING I SSMH #160-A1 - a GRADE & DIRECTION OF FLOW a- T - T,_ r SEWER MAIN T STA: 13+05.40 _ DRAWN SCALE f I y � / OFF: 8.26R I — 'No � , ' _ T' _ LBW' — — — SHOWN Q) NOTE: THIS IS A TYPICAL LINE AND SYMBOL LEGEND i I �v _ LOT 12 9,678 SF CHECKED REVISION AND MAY NOT APPLY TO ALL PROJECTS. LBW C ABBREVIATIONS �I EXISTING ACHD I EXISTING FIRE HYDRANT © of STORM DRAIN N __ F,--------------, x 0 20 40 80 DATE 3 AC ASPHALT ELEVATION MDD MODIFIED DRY DENSITY TBM TEMPORARY BENCHMARK R \ �i " O I ` la, > I ; ><-' \ ; I ❑ I 05/19/2015 BOW BACK OF WALK ME MATCH EXISTING TBVC TOP BACK VERTICAL CURB , N I W , cal CB CATCH BASIN MJ MECHANICAL JOINT TOC TOP OF CURB SCALE (FT) PROJECT CF CUBIC FEET NTS NOT TO SCALE TOG TOP OF GRATE Q °W 6' ` II CON CONCRETE ELEVATION PC POINT OF CURVATURE TOW TOP OF WALK Z l f i I pR� R,15 ❑ 14015 EXISTING 8" DIA I o EXISTING HOUSE CFS CUBIC FEET PER SECOND PRC POINT OF REVERSE CURV TYP TYPICAL WATER MAIN O TO BE REMOVED,- LOT 14 I I TITLE DIA DIAMETER PT POINT OF TANGENCY WALL TOP OF RETAINING WALL 20,418 SF LOT 13 r ❑ i j EG EXISTING GRADE PUE PUBLIC UTILITY EASEMENT - a I W Wi i I °' 9,687 SF ° EARL GLEN EP EDGE OF PAVEMENT PVI POINT OF VERTICAL INTER \,tAG R m I y o S i SUBDIVISION FL FLOW LINE R RADIUS DA PND S ON i i I I i r� �I �� I j, SUBDIVISION `NOOS05w. S,A'A � - sas a Z I ` I PROPOSED UNDERGROUND FLG FLANGE ROW RIGHT-OF-WAY E• C N l ❑ ❑ PRESSURE IRRIGATION LINE E GB GRADE BREAK SDR STD DIMENSION RAT10 CONCEPTUAL GC GRADE CHANGE STA STATION ' ------ I� \ 4 — 4PI — ENGINEERING EE INVERT ELEVATION STD STANDARD -- -- - _ LOT 5 LINEAR FEET TB THRUST BLOCK -_- 260 ' 2i _ CBRETAIN AND PROTECT- ___--__ -- - 1/ �\---- PLANS LIP OF GUTTER TBC TOP BACK ROLLED CURB ^� _ 6,796 SF 2606_, �2608 --- EXISTING GRAVITY — '— _ - ENGINEER DEVELOPER 2608-�_ IRRIGATION LINE IR --- --/_ - ----- d LANCE WARNICK, P.E. BRINEGAR INVESTMENTS, LLLP o - ASPEN ENGINEERS, CHARTERED 1925 N. Locust Grove Rd SHEET (00) 2608 26 485 W. MAIN ST, SUITE B Meridian, Idaho 83646 W W _ ' off_ PO BOX 205 Contact: Russ Poe '-26 8 2608, _ W (208) 353-1509 _ 260 @ E. McMILLAN RD SECTION LINE W W W W -�- (208) 466H 8181 634 - - — — — — — C P� 1 EXISTING 12' DIA www.AspenEngineers.com i WATER MAIN 1 Of 2