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SITE LAYOUT - 25-01154 & 25-01155 - Morgan Townhomes
84 West 4800 South Suite 200 Murray, Utah 84107 (801) 281-2223 TH E M O R G A N Tr a p p e r s L a n d i n g 1- 2 5 1 - 2 6 1 - 2 7 1 - 2 8 Re x b u r g , I D OF SHEET: SCALE: Copyright © Hamlet Homes IV, INC. All rights reserved. The use of these plans is expressly limited to Hamlet Homes IV, INC. Reproduction,re-use, or publication by any method, in whole or in part, is prohibited. DRAWN BY: DATE: 1" = 10'-0" SITE PLAN SP 1 01 THE MORGAN TRAPPERS LANDING LOTS 1-25 / 1-28 10.10.25 AGM These property lines are incorrect. Please resubmit Site Show all hardscape, i.e. sidewalks and driveways. What is the plan for trash containers? PLS NO. 8797 56 . 0 5 ' S 0 0 ° 5 5 ' 3 9 " E 249.87' 43 . 0 0 ' 133. 7 9 ' 30.67' TL 1-29 TL 1-30 TL 1-32 TL 1-31 41 . 4 6 ' N 0 0 ° 3 5 ' 1 0 " W N 89°24'50" E 41 . 4 6 ' N 0 0 ° 3 5 ' 1 0 " W 127.20'122.67' N 89°24'50" EN 89°24'50" E 122.67' 30.67'30.67'30.67' DEDICATED RIGHT-OF-WAY 21 . 8 2 ' 84 West 4800 South Suite 200 Murray, Utah 84107 (801) 281-2223 TH E M O R G A N Tr a p p e r s L a n d i n g 1- 2 9 1 - 3 0 1 - 3 1 1 - 3 2 Re x b u r g , I D OF SHEET: SCALE: Copyright © Hamlet Homes IV, INC. All rights reserved. The use of these plans is expressly limited to Hamlet Homes IV, INC. Reproduction,re-use, or publication by any method, in whole or in part, is prohibited. DRAWN BY: DATE: 1" = 10'-0" SITE PLAN SP 1 THE MORGAN TRAPPERS LANDING LOTS 1-29 / 1-32 01 10.10.25 AGM 12 ' ' W 12 ' ' W 12 ' ' W (1 2 ' ' S S (1 2 ' ' S S (1 2 ' ' S S 12 ' ' S S ) S D SD SD SD SD SD SD SD SD BLOCK 3 BLOCK 4 BLOCK 5 SD SD SD SD SD 34 ' 34 ' 34 ' 34 ' N89° 38' 09"E 756.42' 52.5' 75' S D EO EO EO EO EO EO EO EO EO EO EO EO EO EO EO EO EO EO EO EO EO EO EO EO EO EO EO EO R30 ' 41'-2" 60' N89°49'29"E 676.90' S0 0 ° 2 2 ' 0 4 " E 2 4 0 . 6 9 ' 12 ' ' W 12 ' ' W 12 ' ' W (1 2 ' ' S S (1 2 ' ' S S (1 2 ' ' S S 12 ' ' S S ) S D SD SD SD SD SD SD SD SD BLOCK 3 BLOCK 4 BLOCK 5 SD SD SD SD SD 34 ' 34 ' 34 ' 34 ' N89° 38' 09"E 756.42' 52.5' 75' S D 8''SS )8''SS )8''SS )8''SS )8''SS )8''SS )8''SS )8''SS )8''SS )8''SS )8''SS )8''SS )8''SS )8''SS )8''SS )8''SS ) 8' ' W 8' ' W 8''SS )8''SS )8''SS )8''SS ) 8''W 8''W 8''W 8''W 8''W 8' ' S S ) 8' ' S S ) 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8''W 8''W 8''W 8''W 8' ' W 8' ' W 8''W 8''W 8''W 8''W 8' ' W 8' ' W ( 8 ' ' S S ( 8 ' ' S S ( 8 ' ' S S 8''SS )8''SS )8''SS )8''SS ) 8' ' S S ) 10 ' S I D E Y A R D S E T B A C K 15 13 13 12 6 15 20' REAR YARD SETBACK 10 ' S I D E Y A R D S E T B A C K 7 7 7 5 30 29 7 8''SS )8''SS )8''SS )8''SS ) 8' ' S S ) 8' ' S S ) 8' ' S S ) 8' ' W 8' ' S S ) ( 8 ' ' S S ( 8''SS ( 8''SS 8''W 8''W ( 8''SS ( 8''SS 8''W 8''W W W WW W W W W W WWW W W W W W WW W W W W W W W WW W W W W W W WWW W W W W W W W W W W W W W W W W W W W W W WW W W W W W W W 8''W 8''W 8''W 8''W 8''W 8''SS )8''SS )8''SS )8''SS ) W W W 4-PLEX TYPE 'A' 9 4-PLEX TYPE 'A' 10 4-PLEX TYPE 'A' 11 4-PLEX TYPE 'A' 12 4-PLEX TYPE 'A' 13 4-PLEX TYPE 'A' 20 4-PLEX TYPE 'A' 19 4-PLEX TYPE 'A' 18 4-PLEX TYPE 'A' 17 4-PLEX TYPE 'A' 16 4-PLEX TYPE 'A' 15 4-PLEX TYPE 'B' 33 4-PLEX TYPE 'B' 34 4-PLEX TYPE 'B' 35 4-PLEX TYPE 'B' 36 4-PLEX TYPE 'B' 37 4-PLEX TYPE 'B' 38 4-PLEX TYPE 'B' 39 4-PLEX TYPE 'B' 40 TOWNHOUSE TYPE 'C' 8 TOWNHOUSE TYPE 'C' 7 TOWNHOUSE TYPE 'C' 8 TOWNHOUSE TYPE 'C' 7 TOWNHOUSE TYPE 'C' 6 TOWNHOUSE TYPE 'C' 5 TOWNHOUSE TYPE 'C' 4 TOWNHOUSE TYPE 'C' 3 TOWNHOUSE TYPE 'C' 2 TOWNHOUSE TYPE 'C' 1 TOWNHOUSE TYPE 'C' 25 TOWNHOUSE TYPE 'C' 26 TOWNHOUSE TYPE 'C' 27 TOWNHOUSE TYPE 'C' 28 TOWNHOUSE TYPE 'C' 29 TOWNHOUSE TYPE 'C' 30 TOWNHOUSE TYPE 'C' 34 TOWNHOUSE TYPE 'C' 32 TOWNHOUSE TYPE 'C' 19 TOWNHOUSE TYPE 'C' 18 TOWNHOUSE TYPE 'C' 17 TOWNHOUSE TYPE 'C' 20 TOWNHOUSE TYPE 'C' 21 TOWNHOUSE TYPE 'C' 22 TOWNHOUSE TYPE 'C' 23 TOWNHOUSE TYPE 'C' 24 TOWNHOUSE TYPE 'C' 9 TOWNHOUSE TYPE 'C' 10 TOWNHOUSE TYPE 'C' 11 TOWNHOUSE TYPE 'C' 12 TOWNHOUSE TYPE 'C' 13 TOWNHOUSE TYPE 'C' 14 TOWNHOUSE TYPE 'C' 15 TOWNHOUSE TYPE 'C' 16 B U I L D I N G 1 B U I L D I N G 2 B U I L D I N G 3 B U I L D I N G 4 B U I L D I N G 5 B U I L D I N G 6 B U I L D I N G 7 B U I L D I N G 8 B U I L D I N G 9 B U I L D I N G 1 0 4-PLEX TYPE 'A' 14 TOWNHOUSE TYPE 'C' 6 TOWNHOUSE TYPE 'C' 5 TOWNHOUSE TYPE 'C' 4 TOWNHOUSE TYPE 'C' 3 W W W W W W W W 8' ' W 12''SD )12''SD ) 8' ' W 8' ' W 8' ' W 8' ' S S ) 8' ' S S ) W W W WW 8''W W W W W 40 ' R O A D TBC: 4853.24 TBC: 4852.22 TBC: 4852.56TBC: 4853.00 TBC: 4852.86 TBC: 4852.56 TBC: 4852.86 TBC: 4853.24 1 21 6 2 3 4 5 4853 4 8 5 3 4854 485 3 4853 4853 48 5 2 4853 4853 4853 4854 4854 4853 4853 4853 4854 48 5 3 48 5 3 48 5 4 48 5 4 48 5 3 4853 4852 4852 4854 4854 4854 48 5 6 4 8 5 7 4854 4854 4854 4853 4853 4 8 5 3 4 8 5 3 4854 TBC: 4852.86 TBC: 4852.55 TBC: 4852.56 TBC: 4852.88 TBC: 4855.75 TBC: 4855.74 TBC: 4854.93 TBC: 4854.24 TBC: 4854.72 TBC: 4854.00 TBC: 4853.24 TBC: 4854.12 TBC: 4853.68 TBC: 4852.98 TBC: 4853.38 TBC: 4853.68 TBC: 4853.06 TBC: 4854.12 TBC: 4854.20 TBC: 4854.68 TBC: 4854.24 TBC: 4854.54 TBC: 4854.00 TBC: 4854.09 TBC: 4854.00 TBC: 4852.86 TBC: 4852.87 TBC: 4853.06 4851 50 ' 51 . 2 ' 50 ' 25 ' 75 ' RO W 17 . 0 7 ' 48 . 7 9 ' 75 ' RO W SD SD SD SD OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH W E S N 060'60'30' SCALE: 1" = 60' 3 C- 1 OV E R A L L S I T E P L A N Fi l e L o c a t i o n : \\ 1 9 2 . 1 6 8 . 1 . 5 0 \ e a g l e r o c k e n g i n e e r i n g \ p r o j e c t s \ 2 0 2 1 \ 2 1 0 2 5 t r a p p e r s l a n d i n g - r m o u n t a i n p u d p l a t \ 3 . 0 d e s i g n \ 3 . 1 c a d \ 3 . 1 3 f i n a l \ 2 1 0 2 5 t r a p c 1 o v e r a l l s i g h t pl a n . d w g Pl o t t e d B y : ma t t h e w p a t z e r Da t e P l o t t e d : Th u r s d a y , A u g u s t 1 0 2 0 2 3 a t 1 1 : 3 4 A M AG L E R O C K N G I N E E R I N G SU R V E Y E D B Y : DR A W N B Y : PR O J E C T N O . AP P R O V E D B Y : DE S C R I P T I O N DA T E RE V I S I O N S 1 2 3 4 5 6 AT T E N T I O N Th i s d o c u m e n t o r a n y p a r t t h e r e o f i n d e t a i l o r d e s i g n c o n c e p t is t h e p r o p e r t y o f E a g l e R o c k E n g i n e e r i n g a n d s h a l l n o t b e co p i e d i n a n y f o r m w i t h o u t t h e w r i t t e n a u t h o r i z a t i o n o f E a g l e Ro c k E n g i n e e r i n g . E SH E E T N O . SH E E T N A M E CI V I L P L A N N I N G S U R V E Y I N G ID A H O F A L L S ( 2 0 8 ) 5 4 2 - 2 6 6 5 RE X B U R G ( 2 0 8 ) 3 5 9 - 2 6 6 5 PR E P A R E D F O R : JB K A Y C O N S T R U C T I O N TR A P P E R S L A N D I N G TE R R Y H A N S E N M. P A T Z E R KU R T J . R O L A N D 21 0 2 5 16 4 1 0 8/ 1 0 / 2 3 BLOCK 1 SUMMERS DRIVE BLOCK 2 HI D E O U T S T R E E T BLOCK 5 BLOCK 4 TRAPPERS LOOP BM #1 BM #2 NOTES: 1.INSTALL STREET NAME SIGNS AT EACH INTERSECTION. 2.SIDEWALKS MUST MEET ADA REQUIREMENTS. SEE DRAWING 712-C OF THE CITY OF REXBURG STANDARD DRAWINGS AND SPECIFICATIONS 2016 EDITION SHEET 7. 3.REFER TO PLAN AND PROFILE SHEETS FOR MANHOLE NUMBERING AND BREAKDOWN OF CONSTRUCTION ITEMS. 4.SNOW STORAGE AREA = 53,403 SF. (36% OF ASPHALT AREA) ASPHALT AREA = 148,849 SF 5.ALL FIRE LANE STRIPPING AND SIGNAGE TO MEET IFC 2018 APPENDIX D REQUIREMENTS. 6.SEE FINAL PLAT FOR LOT LINES FOR TOWNHOMES AND 4 BLEX BUILDINGS. 7.FIBER OPTICS CONDUIT MUST BE PLACED WITHIN 15' PUBLIC UTILITY EASEMENT ALONG PUBLIC ROADWAYS. SEE DRAWING FOR LOCATION OF HANDHOLE LOCATIONS. FIBER AND HANDHOLES TO BE INSTALLED PER CITY OF REXBURG BROADBAND DETAILS - SHEETS 19, 20 AND 21. BM #1 SECTION CORNER NORTHEAST CORNER SEC 26 -BRASS CAP ELEV= 4856.10 N= 787178.97 E= 748164.43 BM #2 SECTION CORNER EAST 1/4 CORNER SEC 26 -BRASS CAP ELEV= 4854.80 N= 784538.48 E= 748181.38 PURSUANT TO COORDINATE SYSTEM WHICH COINCIDES WITH IDAHO-E-ZONE STATE PLANE NAVD-88 CENTRAL MERIDIAN PROJECT BENCHMARK BM# HIGHWAY 33 12 T H W E S T S T R E E T BLOCK 3 SUMMERS DRIVE P.U.D. EX SSMH RIM=4856.43 S INV=4840.38 N INV=4840.38 EX STORM MH RIM=4856.43 S INV=4840.38 N INV=4840.38 EX STORM MH RIM=4856.87 W INV=4847.27 EX STORM MH EX SSMH RIM=4856.98 N INV=4840.98 S INV=4840.88 E INV=4841.73 EX SSMH RIM=4856.11 S INV=4841.61 N INV=4841.53 EX STORM MH RIM=4856.16 S INV=4847.26 NE INV=4847.16 EX WATER LINE EXISTING DITCH TO BE ABANDONED AND FILLED PER DEVELOPER EXISTING DITCH TO BE ABANDONED AND FILLED PER DEVELOPER DEVELOPER SHALL COORDINATE WITH UTILITY COMPANIES TO RELOCATE AND/OR REMOVE EXISTING FACILITIES WITHIN THE PROJECT LIMITS MEETING UTILITY DESIGN AND STANDARDS. (PROPOSED POWER LOCATION WITHIN THE 15' EASEMENT. ROCKY MOUNTAIN POWER TO DESIGN POLE LOCATIONS.EXISTING ROADWAYEXISTING ROADWAY WALKWAY PAINT WALKWAY PAINT SNOW STORAGESNOW STORAGE SNOW STORAGE SN O W S T O R A G E SN O W S T O R A G E SN O W S T O R A G E SNOW STORAGE SNOW STORAGE SNOW STORAGE SNOW STORAGE END CURB AND GUTTER AT PROPERTY LINE CONTRACTOR TO TAPER TBC TO MEET ASPHALT GRADE (TAPER LENGTH OF 10') SNOW STORAGESNOW STORAGE COMMUNICATION VAULT TO BE RE-LOCATED EXISTING CURB TO BE REMOVED AND RE-LOCATED APPROXIMATELY 19' WEST RETAIN AND PROTECT EXISTING CB PHASE 2 OF DIVISION 2 PHASE 1 OF DIVISION 2 PHASE 1 OF DIVISION 1 26' ASPHALT PHASE 1 OF DIVISION 1 26' ASPHALT PHASE 1 OF DIVISION 1 TO BE STUBBED MIN OF 10' FROM EDGE OF ASPHALT STORM WATER PIPE TO BE STUBBED OUTSIDE OF ASPHALT PHASE 1 DIVISION 1 8" WATER WITH PLUG AND THRUST BLOCK8" SS WITH PLUG PHASE 1 CONSTRUCTION BOUNDARY PHASE 1 CONSTRUCTION BOUNDARY PHASE 1 CONSTRUCTION BOUNDARY EXISTING GAS RISER TO BE MOVED WITH POWER POLE RETAIN AND PROTECT EXISTING POLE EXISTING TRAFFIC SIGNAL BOX TO BE RE-LOCATED CONCRETE DITCH STRUCTURE AND CONNECTED PIPE TO BE REMOVED CABLE BOX TO BE RELOCATED SIGN TO BE RELOCATED TELEPHONE POST TO BE RELOCATED TELEPHONE BOX TO BE RELOCATED SIGN TO BE RELOCATED DUMPSTER AREA WITH 4 DUMPSTER DEVELOPER SHALL COORDINATE WITH UTILITY COMPANIES TO RELOCATE AND/OR REMOVE EXISTING FACILITIES WITHIN THE PROJECT LIMITS MEETING UTILITY DESIGN AND STANDARDS. (PROPOSED POWER LOCATION WITHIN THE 15' EASEMENT. ROCKY MOUNTAIN POWER TO DESIGN POLE LOCATIONS. CONNECT TO EXISTING POWER POLE TO THE WEST DUMPSTER AREA WITH 2 DUMPSTERS (DUMPSTER ENCLOSURES TO BE BUILT TO CITY ENGINEERING STANDARDS TYP. AT ALL LOCATIONS) BACK-IN HAMMERHEAD 12 " W 12 " W 12 " W 2" Water Service Per Owner 7/16/24 BLOCK 3 BLOCK 4 BLOCK 5 34 ' 34 ' 34 ' 34 ' N89° 38' 09"E 756.42' 52.5' 75' EO EO EO EO EO EO EO EO EO EO EO EO EO EO EO EO EO EO EO EO EO EO EO EO EO EO EO EO 41'-2" 60' N89°49'29"E 676.90' S0 0 ° 2 2 ' 0 4 " E 2 4 0 . 6 9 ' BLOCK 3 BLOCK 4 BLOCK 5 34 ' 34 ' 34 ' 34 ' N89° 38' 09"E 756.42' 52.5' 75' 10 ' S I D E Y A R D S E T B A C K 15 13 13 12 6 15 20' REAR YARD SETBACK 10 ' S I D E Y A R D S E T B A C K 7 7 7 5 30 29 7 4-PLEX TYPE 'A' 9 4-PLEX TYPE 'A' 10 4-PLEX TYPE 'A' 11 4-PLEX TYPE 'A' 12 4-PLEX TYPE 'A' 13 4-PLEX TYPE 'A' 20 4-PLEX TYPE 'A' 19 4-PLEX TYPE 'A' 18 4-PLEX TYPE 'A' 17 4-PLEX TYPE 'A' 16 4-PLEX TYPE 'A' 15 4-PLEX TYPE 'B' 33 4-PLEX TYPE 'B' 34 4-PLEX TYPE 'B' 35 4-PLEX TYPE 'B' 36 4-PLEX TYPE 'B' 37 4-PLEX TYPE 'B' 38 4-PLEX TYPE 'B' 39 4-PLEX TYPE 'B' 40 TOWNHOUSE TYPE 'C' 8 TOWNHOUSE TYPE 'C' 7 TOWNHOUSE TYPE 'C' 8 TOWNHOUSE TYPE 'C' 7 TOWNHOUSE TYPE 'C' 6 TOWNHOUSE TYPE 'C' 5 TOWNHOUSE TYPE 'C' 4 TOWNHOUSE TYPE 'C' 3 TOWNHOUSE TYPE 'C' 2 TOWNHOUSE TYPE 'C' 1 TOWNHOUSE TYPE 'C' 25 TOWNHOUSE TYPE 'C' 26 TOWNHOUSE TYPE 'C' 27 TOWNHOUSE TYPE 'C' 28 TOWNHOUSE TYPE 'C' 29 TOWNHOUSE TYPE 'C' 30 TOWNHOUSE TYPE 'C' 34 TOWNHOUSE TYPE 'C' 32 TOWNHOUSE TYPE 'C' 19 TOWNHOUSE TYPE 'C' 18 TOWNHOUSE TYPE 'C' 17 TOWNHOUSE TYPE 'C' 20 TOWNHOUSE TYPE 'C' 21 TOWNHOUSE TYPE 'C' 22 TOWNHOUSE TYPE 'C' 23 TOWNHOUSE TYPE 'C' 24 TOWNHOUSE TYPE 'C' 9 TOWNHOUSE TYPE 'C' 10 TOWNHOUSE TYPE 'C' 11 TOWNHOUSE TYPE 'C' 12 TOWNHOUSE TYPE 'C' 13 TOWNHOUSE TYPE 'C' 14 TOWNHOUSE TYPE 'C' 15 TOWNHOUSE TYPE 'C' 16 B U I L D I N G 1 B U I L D I N G 2 B U I L D I N G 3 B U I L D I N G 4 B U I L D I N G 5 B U I L D I N G 6 B U I L D I N G 7 B U I L D I N G 8 B U I L D I N G 9 B U I L D I N G 1 0 4-PLEX TYPE 'A' 14 TOWNHOUSE TYPE 'C' 6 TOWNHOUSE TYPE 'C' 5 TOWNHOUSE TYPE 'C' 4 TOWNHOUSE TYPE 'C' 3 12''SD )12''SD ) 26+32.3610+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 9+ 8 0 10 + 0 0 1 1 + 0 0 12 + 0 0 13 + 0 0 14 + 0 0 15 + 0 0 16 + 0 0 17 + 0 0 TBC: 4853.24 TBC: 4852.22 TBC: 4852.56TBC: 4853.24 TBC: 4852.56 TBC: 4852.86 TBC: 4853.24 1.5 % 1.5% 1 . 5 % AREA 5 32622 SF AREA 26 9001 SF AREA 15 44547 SF AREA 16 12879 SF AREA 13 54959 SF AREA 8 26323 SF AREA 3 59812 SFAREA 4 36245 SF AREA 1 58400 SF AREA 9 13436 SF AREA 17 53066 SF AREA 2 79460 SF AREA 10 15669 SF AREA 7 37540 SF AREA 6 72746 SF AREA 14 11804 SF AREA 12 17414 SF AREA 11 17334 SF TBC: 4852.55 TBC: 4852.56 TBC: 4853.95 TBC: 4854.93 TBC: 4854.24 TBC: 4854.24 TBC: 4854.54 TBC: 4854.72TBC: 4854.68 TBC: 4854.20 TBC: 4854.00 TBC: 4853.06 TBC: 4853.26 TBC: 4854.12 TBC: 4853.06 TBC: 4853.38 TBC: 4853.68TBC: 4853.68 TBC: 4852.98 TBC: 4852.86 TBC: 4852.86 TBC: 4852.87 TBC: 4852.86 TBC: 4855.74 TBC: 4855.75 TBC: 4853.00TBC: 4852.73 4851 485248524852 TBC: 4852.22 TBC: 4853.65 TBC: 4853.50 TBC: 4853.50 TBC: 4853.50 TBC: 4853.50 TBC: 4853.50 TBC: 4852.80 TBC: 4852.60TBC: 4852.60 TBC: 4852.98 TBC: 4852.98 TBC: 4852.60 TBC: 4852.60 TBC: 4852.90 TBC: 4853.00 TBC: 4853.35TBC: 4853.60 TBC: 4853.30 TBC: 4853.08 TBC: 4854.00 TBC: 4853.68 TBC: 4852.08 TBC: 4853.80 TBC: 4852.58 TBC: 4853.00TBC: 4853.00TBC: 4852.40 TBC: 4854.00 TBC: 4852.70 TBC: 4852.90 TBC: 4853.00 TBC: 4853.00 TBC: 4853.83 TBC: 4854.00 TBC: 4852.00 TBC: 4852.00 TBC: 4851.90 TBC: 4851.90 TBC: 4854.00 AREA 27 812643 SF AREA 18 119659 SF FF: 4853.77FF: 4853.77 FF: 4853.90 FF: 4854.00FF: 4854.00 FF: 4853.02FF: 4853.02 FF: 4853.10 FF: 4853.10 FF: 4854.00 FF: 4853.90FF: 4853.90 FF : 4 8 5 3 . 9 0 FF : 4 8 5 3 . 9 0 FF: 4853.30 FF: 4853.40 FF: 4853.30 FF: 4853.40 FF: 4853.90 FF: 4853.40FF: 4853.30FF: 4853.40FF: 4853.30FF: 4853.40 FF: 4853.40 FF : 4 8 5 4 . 3 6 FF : 4 8 5 4 . 1 7 FF : 4 8 5 4 . 1 2 FF : 4 8 5 4 . 1 2 FG-TBC: 4857.06 TBC: 4856.70 TBC: 4856.00 TBC: 4856.20 FG-TBC: 4857.20 FG-TBC: 4857.20 FG-TBC: 4856.30 FG-TBC: 4856.22 FG-TBC: 4856.00 FG-TBC: 4857.40 AREA 27 13830 SF W E S N 060'60'30' SCALE: 1" = 60' 4 C- 2 DR A I N A G E P L A N Fi l e L o c a t i o n : \\ 1 9 2 . 1 6 8 . 1 . 5 0 \ e a g l e r o c k e n g i n e e r i n g \ p r o j e c t s \ 2 0 2 1 \ 2 1 0 2 5 t r a p p e r s l a n d i n g - r m o u n t a i n p u d p l a t \ 3 . 0 d e s i g n \ 3 . 1 c a d \ 3 . 1 3 f i n a l \ 2 1 0 2 5 t r a p c 2 d r a i n a g e pl a n . d w g Pl o t t e d B y : ma t t h e w p a t z e r Da t e P l o t t e d : Th u r s d a y , A u g u s t 1 0 2 0 2 3 a t 1 1 : 3 6 A M AG L E R O C K N G I N E E R I N G SU R V E Y E D B Y : DR A W N B Y : PR O J E C T N O . AP P R O V E D B Y : DE S C R I P T I O N DA T E RE V I S I O N S 1 2 3 4 5 6 AT T E N T I O N Th i s d o c u m e n t o r a n y p a r t t h e r e o f i n d e t a i l o r d e s i g n c o n c e p t is t h e p r o p e r t y o f E a g l e R o c k E n g i n e e r i n g a n d s h a l l n o t b e co p i e d i n a n y f o r m w i t h o u t t h e w r i t t e n a u t h o r i z a t i o n o f E a g l e Ro c k E n g i n e e r i n g . E SH E E T N O . SH E E T N A M E CI V I L P L A N N I N G S U R V E Y I N G ID A H O F A L L S ( 2 0 8 ) 5 4 2 - 2 6 6 5 RE X B U R G ( 2 0 8 ) 3 5 9 - 2 6 6 5 PR E P A R E D F O R : JB K A Y C O N S T R U C T I O N TR A P P E R S L A N D I N G TE R R Y H A N S E N M. P A T Z E R KU R T J . R O L A N D 21 0 2 5 16 4 1 0 8/ 1 0 / 2 3 BLOCK 1 BLOCK 2 HI D E O U T S T R E E T SUMMERS DRIVE TRAPPERS LOOP HIGHWAY 33 12 T H W E S T S T R E E T SUMMERS DRIVE INFILTRATION SYSTEM NOTES: 1.CONTRACTOR TO OVER EXCAVATE TO FREE DRAINING ROCK PRIOR TO INSTALLING DRAIN ROCK FOR INFILTRATION SYSTEMS. CONTRACTOR SHALL CONTACT EAGLE ROCK ENGINEERING INSPECTION DEPARTMENT DURING EXCAVATIONS TO VERIFY. SDMH/ CB-14 SD M H / C B - 8 SDMH/ CB-6 SDMH/ CB-5 SDMH/ CB-14 SD M H / C B - 3 SDMH/ CB-2 SDMH/ CB-7 SDMH/ CB-21 CB-22 SDMH/ CB-20 SDMH/ CB-26 CB-23 CB-24 CB-25 SDMH/ CB-12 SDMH/ CB-11 SDMH/ CB-9 SDMH/ CB-10 SDMH/ CB-13 SDMH/ CB-16 SD M H / C B - 1 5 SDMH/ CB-17A SDMH/ CB-17 SDMH/ CB-1 SD M H / C B - 2 8