Loading...
PZ - Conceptual Engineering Plan - Sheet CP-1 (RevC)LEGEND CONCEPTUAL ENGINEERING PLANS FOR EARL GLEN SUBDIVISION LOCATED IN A PORTION OF THE SW 1/4 OF THE SW 1/4 OF SECTION 29, T.4N7 R.1 E, BOISE MERIDIAN, CITY OF MERIDIAN, ADA COUNTY, IDAHO MAY 197 2015 �I II Q STUB WATER MAIN TO THE CE CONNECT TO EXISTING NORTH FOR FUTURE EXTENTION ER�ppN SAN 8" DIA WATER MAIN W sN w� S pNE R,8 EXISTING 8" DIA m SSMH #160-A4 Z WATER MAIN i = o - U STA: 18+17.08 - - - - 0� OFF: 5.00E - - - -- — - 2610- 'gl, N �OCVS3 8W W W ----W ----- 11�-- -_� 5040 OVE ,o�N 1-o E. ROARING CREEK ST -10--- G R�� �_26ExISTING 8" DIA ?OARING CREEK ST ZONE: I SEWER MAIN �— X `i n—2608�y s -�— — — — — --- _t S S— y _ �A IR p R ` R 2610 � y R IRR � I P�c PROPOSED UNDERGROUNDS �U_ 00 a oo1 PRESSURE IRRIGATION LINE F- RETAIN AND PROTECT EXISTING I I I I 0— R GRAVITY IRRIGATION LINE AND BOX 10' PUBLIC UTILITY, r LOT 1 I 11 _j a) IRRIGATION AND DRAINAGE ��I I 5,856 SIF `,� I I �I _7 EASEMENT 1 1 5,817 SF I 5,039 SIF I 6,463 SF I LOCATION OF EXISTING I 2I L_ PRESSURE IRRIGATION PUMP STATION @ SSMH #160-A3 PROPOSED UNDERGROUND -III STA: 17+01.86 \ t \ \ OFF: 9.32L PRESSURE IRRIGATION LINE I a , LOT 2 III 5,773 SF - 10' PUBLIC UTILITY, 1 � � _ - - - IRRIGATION AND DRAINAGE LL _ _ L_ 1_ V It EASEMENT F_ II �� �`� LOT 5 7,831 SF LOT 3 7,788 SF tog - Np SpR�NGS — w00pLP - SONE. C,N - - -LOT 6 Z �� 5,880 SF I \DPN PA'N E SNER p\\I ` SUB R,8 I SSMH #160-A2. STA: 15+47.17 — a - OFF: 1.81 L LOT 4— cc 26,091 SIF LOT 7 II I I LOT 5 I I 5,107 SF 5,506 SF i PROPOSED UNDERGROUND i PRESSURE IRRIGATION LINE B�DCK 1 LOT 8 I 5,050 SIF I - �� LOT 6 I 3 PROPOSED UNDERGROUND L I 5,555 SIF I I °0 1 00 L PRESSURE IRRIGATION LINE 1 - - -� PROPOSED 8" SEWER MAIN I -r- - - I 10.0' - Zot LOT 9 5,050 SF � � I lil 7 I a- I LOT 7 1 I PROPOSED FIRE HYDRANT 'I 5,555 SIF .T PROPOSED LOCATION OF- ACHD SEEPAGE BED AND— STORM DRAIN EASEMENT — Z 3 RETAIN AND PROTECT �Ir �'�v LOT 00 � 00 I 5,0501SF � EXISTING GRAVITY I I 10 IRRIGATION LINE �I I I g-8 I 1 V CONNECT TO EXISTING LOT 8 W I PROPOSED 8" WATER MAIN I I 8" DIA WATER MAIN 6,141 SF I CD CONNECT TO EXISTING 8" DIA SEWER MAIN II I LOT 11 N 5,102 SIF IR EXISTING SSMH #K16-160 STA: 10+95.01 OFF: 0.821_@ ,2606 i 0 N EXISTING FIRE HYDRANT -V EXISTING 8" DIA WATER MAIN IR PNp SpR\NGS i I I �I IF \ 1 0 �',6_ - EXISTING SEWER MAIN _SPC 8W �ON E S� 8 503 R,6 ZONE SSMH #160-A1 a- --------- STA: 13+05.40 OFF: 8.26IR I - f� i_ LOT 12 9,678 SF ` EXISTING ACRD STORM DRAIN I ------------- - I QD `- 11/ W 4__ ____________- __J Z I �� PROP R-15 ❑ I V o EXISTING HOUSE / ZotiB' 0TO BE REMOVED,- LOT 14 � I 20,418 SF -,----- LOT 13 ❑It W wi i I y,a 9,687 SIF C �I m Vi Z -Ii I PROPOSED UNDERGROUND PRESSURE IRRIGATION LINE 06 R �. 4PI` LOT 15 -- — 71 26°------ — — — - -- 6,796 SF _\/_ T= T - 2600 --- ,\\B RETAIN AND PROTECT ___--___ --- 2608- EXISTING GRAVITY —---2608�j- --- IRRIGATION LINE - -- -- --� �-------- d __- mea - 2,08 E. McMILLAN RD 60g SECTION LINE W W _ — EXISTING 12" DIA WATER MAIN N 0 20 40 80 SCALE (FT) VICINITY MAP 1780 E. McMILLAN RD, MERIDIAN, IDAHO 83646 N.T.S GENERAL NOTES 1. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL COMPLY WITH IDAHO CODE CHAPTER 22, TITLE 55 REGARDING UNDERGROUND FACILITIES DAMAGE PREVENTION. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF EXISTING UTILITIES BEFORE COMMENCING WORK. THEY AGREE TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE THEIR FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES. CALL DIGLINE, INC., 48 HOURS BEFORE COMMENCING ANY UNDERGROUND WORK AT 811 OR 342-1585. 2. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE CURRENT EDITION OF THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS AND DRAWINGS TO THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC). 3. ALL SANITARY SEWER LINES SHALL BE 8 -INCH IN DIAMETER UNLESS OTHERWISE NOTED. SEWER SERVICE SHALL BE PROVIDED BY THE CITY OF MERIDIAN. 4. ALL DOMESTIC WATER LINES SHALL BE 8 -INCH DIAMETER UNLESS OTHERWISE NOTED. WATER SERVICE SHALL BE PROVIDED BY THE CITY OF MERIDIAN. 5. THIS PROPERTY IS NOT LOCATED WITHIN A FLOODPLAIN. 6. CONTINUATION OF GRAVITY IRRIGATION DITCHES OR DRAINS TO DOWNSTREAM PROPERTIES, SHALL BE PROVIDED IN ACCORDANCE WITH IDAHO CODE. 7. PRESSURE IRRIGATION WATER WILL BE PROVIDED TO THE LOTS IN THIS DEVELOPMENT BY UNDERGROUND PRESSURE IRRIGATION LINES SERVED BY AN EXISTING PRESSURE IRRIGATION PUMP STATION LOCATED IN LOT 2 OF BLOCK 1 8. STORMWATER WILL BE RETAINED ON SITE OR DETAINED PRIOR TO DISCHARGE INTO THE HISTORICAL DRAINAGE FACILITY. THIS PLAT CURRENTLY SHOWS THE CONCEPTUAL LOCATION OF FACILITIES, BUT THE ACTUAL LOCATION AND SIZE AND FACILITIES WILL BE DETERMINED AS PART OF FUTURE SUBDIVISION DESIGN. STORM DRAIN LINES, RETENTION FACILITIES AND TREATMENT SHALL COMPLY WITH DEVS STORMWATER BEST MANAGEMENT PRACTICES AND BE APPROVED BY ACHD. 9. TOPOGRAPHIC AND BOUNDARY SURVEY PROVIDED BY FOX LAND SURVEYING, MAY 2014. PROJECT DATUM IS THE NAVD 88 DATUM. 10. SEE SHEET CP -2 FOR CONCEPTUAL SEWER PROFILES. ENGINEER DEVELOPER LANCE WARNICK, P.E. ASPEN ENGINEERS, CHARTERED 485 W. MAIN ST, SUITE B PO BOX 205 KUNA, IDAHO 83634 (208) 466-8181 www.AspenEngineers.com BRINEGAR INVESTMENTS, LLLP 1925 N. Locust Grove Rd Meridian, Idaho 83646 Contact: Russ Poe (208) 353-1509 REVISIONS A 07/22/14 REVIEW B 101/13/15 LOT ADJUST C 05/19/15 APARTMENTS EXISTING Orn o � PROPOSED J 0!�� � Q — - - - - — I� - - - - PROPERTY LINE -------- c0 - - - - PROPERTY LOT LINE - - CO 00 - - CENTERLINE (D o0 --- ----------RIGHT (0° I �o OF WAY N �.o - - - 00 DC W SECTIONAL LINE (Ya - - - - - - - - -- - - - - -- EASEMENT C N EP ZU-i EP EDGE OF PAVEMENT O EG 00 EG EDGE OF GRAVEL W GAS G UNDERGROUND GAS LINE W U W WATER LINE 8W 8W 8" WATER LINE 6W 6W 6" WATER LINE 1 Wl 1" WATER SERVICE LINE S S SEWER LINE 8S 8S 8" SEWER LINE 4S 4S 4" SEWER SERVICE LINE 2SD 12SD 12" STORM DRAIN LINE _OHP --OHP OVERHEAD POWER UP UP UNDERGROUND POWER UT UT UNDERGROUND TELEPHONE FLOW LINE GB GB GRADE BREAK GG GC GRADE CHANGE TB TB TOP OF BANK TOE TOE TOE OF SLOPE PI 4PI PRESSURE IRRIGATION LINE RR IRR GRAVITY IRRIGATION LINE O CHAIN LINK FENCE ❑ WOOD FENCE VINYL FENCE x X WIRE FENCE —2601 CONTOUR @SSMH @ SEWER MANHOLE ---I ❑s WATER BIBB/FAUCET oco oco SEWER SERVICE MARKER srQ yy Jul CLEANOUT b b FIRE HYDRANT @W WATER WELL ® WATER METER 0 WATER SERVICE mwV ® WATER VALVE ® BLOW -OFF ASSEMBLY & VAULT TEMPORARY BLOW -OFF PRESSURE IRRIGATION DRAIN ] PIPE END CAP 71 PIPE ADAPTER M F-� FT, Fp FITTINGS W/THRUST BLOCK EXISTING SEEPAGE BED Q @ STORM MANHOLE ® STORM DRAIN CATCH BASIN STORM DRAIN DROP INLET O O SAND AND GREASE TRAP oPIV T AIR RELEASE VALVE ®IRR IRRIGATION BOX OI OQ 0 IRRIGATION MANHOLE UTILITY POLE POLE ANCHOR ❑D ELECTRICAL BOX j LIGHT POLE ❑r TELEPHONE RISER © GAS METER/MARKER ❑� GAS RISER ❑Q CABLE TV RISER 0 o MAILBOX SIGN -ate BARRICADE (D DECIDUOUS/CONIFER TREE LOT NUMBER e DETAIL NUMBER SHEET NUMBER 0.40% GRADE & DIRECTION OF FLOW NOTE: THIS IS A TYPICAL LINE AND SYMBOL LEGEND AND MAY NOT APPLY TO ALL PROJECTS. ABBREVIATIONS AC ASPHALT ELEVATION MDD MODIFIED DRY DENSITY TBM TEMPORARY BENCHMARK BOW BACK OF WALK ME MATCH EXISTING TBVC TOP BACK VERTICAL CURB CB CATCH BASIN MJ MECHANICAL JOINT TOC TOP OF CURB CF CUBIC FEET NTS NOT TO SCALE TOG TOP OF GRATE CON CONCRETE ELEVATION PC POINT OF CURVATURE TOW TOP OF WALK CFS CUBIC FEET PER SECOND PRC POINT OF REVERSE CURV TYP TYPICAL DIA DIAMETER PT POINT OF TANGENCY WALL TOP OF RETAINING WALL EG EXISTING GRADE PUE PUBLIC UTILITY EASEMENT EP EDGE OF PAVEMENT PVI POINT OF VERTICAL INTER FL FLOW LINE R RADIUS FLG FLANGE ROW RIGHT-OF-WAY GB GRADE BREAK SDR STD DIMENSION RATIO GC GRADE CHANGE STA STATION IE INVERT ELEVATION STD STANDARD LF LINEAR FEET TB THRUST BLOCK LIP LIP OF GUTTER I TBCI TOP BACK ROLLED CURB CONCEPTUAL ENGINEERING PLANS FOR EARL GLEN SUBDIVISION LOCATED IN A PORTION OF THE SW 1/4 OF THE SW 1/4 OF SECTION 29, T.4N7 R.1 E, BOISE MERIDIAN, CITY OF MERIDIAN, ADA COUNTY, IDAHO MAY 197 2015 �I II Q STUB WATER MAIN TO THE CE CONNECT TO EXISTING NORTH FOR FUTURE EXTENTION ER�ppN SAN 8" DIA WATER MAIN W sN w� S pNE R,8 EXISTING 8" DIA m SSMH #160-A4 Z WATER MAIN i = o - U STA: 18+17.08 - - - - 0� OFF: 5.00E - - - -- — - 2610- 'gl, N �OCVS3 8W W W ----W ----- 11�-- -_� 5040 OVE ,o�N 1-o E. ROARING CREEK ST -10--- G R�� �_26ExISTING 8" DIA ?OARING CREEK ST ZONE: I SEWER MAIN �— X `i n—2608�y s -�— — — — — --- _t S S— y _ �A IR p R ` R 2610 � y R IRR � I P�c PROPOSED UNDERGROUNDS �U_ 00 a oo1 PRESSURE IRRIGATION LINE F- RETAIN AND PROTECT EXISTING I I I I 0— R GRAVITY IRRIGATION LINE AND BOX 10' PUBLIC UTILITY, r LOT 1 I 11 _j a) IRRIGATION AND DRAINAGE ��I I 5,856 SIF `,� I I �I _7 EASEMENT 1 1 5,817 SF I 5,039 SIF I 6,463 SF I LOCATION OF EXISTING I 2I L_ PRESSURE IRRIGATION PUMP STATION @ SSMH #160-A3 PROPOSED UNDERGROUND -III STA: 17+01.86 \ t \ \ OFF: 9.32L PRESSURE IRRIGATION LINE I a , LOT 2 III 5,773 SF - 10' PUBLIC UTILITY, 1 � � _ - - - IRRIGATION AND DRAINAGE LL _ _ L_ 1_ V It EASEMENT F_ II �� �`� LOT 5 7,831 SF LOT 3 7,788 SF tog - Np SpR�NGS — w00pLP - SONE. C,N - - -LOT 6 Z �� 5,880 SF I \DPN PA'N E SNER p\\I ` SUB R,8 I SSMH #160-A2. STA: 15+47.17 — a - OFF: 1.81 L LOT 4— cc 26,091 SIF LOT 7 II I I LOT 5 I I 5,107 SF 5,506 SF i PROPOSED UNDERGROUND i PRESSURE IRRIGATION LINE B�DCK 1 LOT 8 I 5,050 SIF I - �� LOT 6 I 3 PROPOSED UNDERGROUND L I 5,555 SIF I I °0 1 00 L PRESSURE IRRIGATION LINE 1 - - -� PROPOSED 8" SEWER MAIN I -r- - - I 10.0' - Zot LOT 9 5,050 SF � � I lil 7 I a- I LOT 7 1 I PROPOSED FIRE HYDRANT 'I 5,555 SIF .T PROPOSED LOCATION OF- ACHD SEEPAGE BED AND— STORM DRAIN EASEMENT — Z 3 RETAIN AND PROTECT �Ir �'�v LOT 00 � 00 I 5,0501SF � EXISTING GRAVITY I I 10 IRRIGATION LINE �I I I g-8 I 1 V CONNECT TO EXISTING LOT 8 W I PROPOSED 8" WATER MAIN I I 8" DIA WATER MAIN 6,141 SF I CD CONNECT TO EXISTING 8" DIA SEWER MAIN II I LOT 11 N 5,102 SIF IR EXISTING SSMH #K16-160 STA: 10+95.01 OFF: 0.821_@ ,2606 i 0 N EXISTING FIRE HYDRANT -V EXISTING 8" DIA WATER MAIN IR PNp SpR\NGS i I I �I IF \ 1 0 �',6_ - EXISTING SEWER MAIN _SPC 8W �ON E S� 8 503 R,6 ZONE SSMH #160-A1 a- --------- STA: 13+05.40 OFF: 8.26IR I - f� i_ LOT 12 9,678 SF ` EXISTING ACRD STORM DRAIN I ------------- - I QD `- 11/ W 4__ ____________- __J Z I �� PROP R-15 ❑ I V o EXISTING HOUSE / ZotiB' 0TO BE REMOVED,- LOT 14 � I 20,418 SF -,----- LOT 13 ❑It W wi i I y,a 9,687 SIF C �I m Vi Z -Ii I PROPOSED UNDERGROUND PRESSURE IRRIGATION LINE 06 R �. 4PI` LOT 15 -- — 71 26°------ — — — - -- 6,796 SF _\/_ T= T - 2600 --- ,\\B RETAIN AND PROTECT ___--___ --- 2608- EXISTING GRAVITY —---2608�j- --- IRRIGATION LINE - -- -- --� �-------- d __- mea - 2,08 E. McMILLAN RD 60g SECTION LINE W W _ — EXISTING 12" DIA WATER MAIN N 0 20 40 80 SCALE (FT) VICINITY MAP 1780 E. McMILLAN RD, MERIDIAN, IDAHO 83646 N.T.S GENERAL NOTES 1. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL COMPLY WITH IDAHO CODE CHAPTER 22, TITLE 55 REGARDING UNDERGROUND FACILITIES DAMAGE PREVENTION. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF EXISTING UTILITIES BEFORE COMMENCING WORK. THEY AGREE TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE THEIR FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES. CALL DIGLINE, INC., 48 HOURS BEFORE COMMENCING ANY UNDERGROUND WORK AT 811 OR 342-1585. 2. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE CURRENT EDITION OF THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS AND DRAWINGS TO THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC). 3. ALL SANITARY SEWER LINES SHALL BE 8 -INCH IN DIAMETER UNLESS OTHERWISE NOTED. SEWER SERVICE SHALL BE PROVIDED BY THE CITY OF MERIDIAN. 4. ALL DOMESTIC WATER LINES SHALL BE 8 -INCH DIAMETER UNLESS OTHERWISE NOTED. WATER SERVICE SHALL BE PROVIDED BY THE CITY OF MERIDIAN. 5. THIS PROPERTY IS NOT LOCATED WITHIN A FLOODPLAIN. 6. CONTINUATION OF GRAVITY IRRIGATION DITCHES OR DRAINS TO DOWNSTREAM PROPERTIES, SHALL BE PROVIDED IN ACCORDANCE WITH IDAHO CODE. 7. PRESSURE IRRIGATION WATER WILL BE PROVIDED TO THE LOTS IN THIS DEVELOPMENT BY UNDERGROUND PRESSURE IRRIGATION LINES SERVED BY AN EXISTING PRESSURE IRRIGATION PUMP STATION LOCATED IN LOT 2 OF BLOCK 1 8. STORMWATER WILL BE RETAINED ON SITE OR DETAINED PRIOR TO DISCHARGE INTO THE HISTORICAL DRAINAGE FACILITY. THIS PLAT CURRENTLY SHOWS THE CONCEPTUAL LOCATION OF FACILITIES, BUT THE ACTUAL LOCATION AND SIZE AND FACILITIES WILL BE DETERMINED AS PART OF FUTURE SUBDIVISION DESIGN. STORM DRAIN LINES, RETENTION FACILITIES AND TREATMENT SHALL COMPLY WITH DEVS STORMWATER BEST MANAGEMENT PRACTICES AND BE APPROVED BY ACHD. 9. TOPOGRAPHIC AND BOUNDARY SURVEY PROVIDED BY FOX LAND SURVEYING, MAY 2014. PROJECT DATUM IS THE NAVD 88 DATUM. 10. SEE SHEET CP -2 FOR CONCEPTUAL SEWER PROFILES. ENGINEER DEVELOPER LANCE WARNICK, P.E. ASPEN ENGINEERS, CHARTERED 485 W. MAIN ST, SUITE B PO BOX 205 KUNA, IDAHO 83634 (208) 466-8181 www.AspenEngineers.com BRINEGAR INVESTMENTS, LLLP 1925 N. Locust Grove Rd Meridian, Idaho 83646 Contact: Russ Poe (208) 353-1509 REVISIONS A 07/22/14 REVIEW B 101/13/15 LOT ADJUST C 05/19/15 APARTMENTS V1 � m omo 0 O v rT1 h+l � ca c � z Orn o � J 0!�� V1 � m omo 0 O v rT1 h+l � ca c � = 0 --o � w v J 0!�� � Q I� o Q ° o m c0 � � a . Q J CO 00 (.0 � (D o0 wz (0° I �o Z N �.o � 00 DC W �^ (Ya �o '0 m •� N C N z ZU-i O 00 Ln at W 00 ::I- = 0 --o J 0!�� J (D O O c0 � a- O Q J � (.0 � wz (0° � � Z W � 00 DC W �^ (Ya _0j w '0 m (n Z -0 C N z ZU-i (14� 00 z W _ W q U = Z 00 LL Lf) r /'� V J Q J � (.0 � Q (.0 z � 00 DC W :D= O WC/) z_ (B z ZU-i 1 Q 00 T WJ U OQ W DRAWN SCALE LBW SHOWN CHECKED REVISION LBW C DATE 05/19/2015 PROJECT 14015 TITLE EARL GLEN SUBDIVISION CONCEPTUAL ENGINEERING PLANS SHEET 1 of 2