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HomeMy WebLinkAboutCivil Plan Set Revised Nasland 910 Main Street,Ste. 314 T(208) 918-4859 Boise,ID 83702 nasland.com Civil Engineering Consulting Land Planning N.89.46'00"E. 1327.12" TOPOGRAPHY SOURCE -^ O SD i -� - _ _ _ _ 7 $ THE SOURCE OF TOPOGRAPHIC INFORMATION - - Q]- - - 480.70' 18 LJ17 IS A SURVEY COMPLETED BY MARKS LAND /EAST FRANKLIN ROAD _ SURVEYING DATED 1/12/21. T R E K AR C H I T E C T U R E LOSE EXISTING DRIVEWAY WITH/ GENERAL NEW CURB, GUTTER AND SIDEWALK ©2019 TREK ARCHITECTURE.ALL RIGHTS RESERVED.THIS -- --- - DRAWING IS AN INSTRUMENT OF SERVICE AND IS THE SOLE PROPERTY OF TREK ARCHITECTURE,ANY USE OF THIS ® ® q, DRAWING WITHOUT WRITTEN CONSENT BY TREK --�J�I_ •• N.£2Q AA'nn -_ - ARCHITECTURE IS PROHIBITED. �- (2616.38) - 3'59 • THE ARCHITECT SHALL NOT HAVE CONTROL OR CHARGE OF AND SHALL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS,DEVIATIONS,TECHNIQUES,SEQUENCES,OR PROCEDURES,OR FOR SAFETY PRECAUTIONS AND PROGRAMS IN 6J6` 2�J� I ION WITH THE WORK,FOR THE ACTS OR OMISSIONS TOF THE CONTRACTOR,SUBCONTRACTORS OR ANY OTHER PERSONS PERFORMING ANY OTHER THE WORK,OR FOR THE FAILURE OF ANY OF THEM TO CARRY OUT THE WORK (261 55) - �6�j (2614.05) IN ACCORDANCE WITH THE CONTRACT DOCUMENTS.ALWAYS \ _ _ USE DIMENSIONS SHOWN.DRAWINGS ARE NOT TO BE SCALED. d• DRAWING SCALES AS INDICATED ARE FOR REFERENCE ONLY AND ARE NOT INTENDED TO ACCURATELY DEPICT ACTUAL OR y. f DESIGNED CONDITIONS.WRITTEN DIMENSIONS SHALL GOVERN. ROPOSED SEEPAGE BED ° 1(2615.45) IARCHITECT Cc TREK ARCHITECTURE 26 .77) CO 122 S MONROE, STE#202 �, N 2616 SPOKANE, WA 99201 3 509.315.4830 to 618.50 F HELLO@TREKARCH.COM LO� I (2616.21) r ��++ I 2(J�� OWNER Z I N r• OWNER INFORMATION JBI ELEMENTAL 404 SOUTH 8TH STREET °• I• SUITE 150 (2616.44) BOISE, IDAHO 83702 PROFESSIONAL SEAL° I• s d 618.50 F I: 2616.99) 3.53) I �I � • ROPOSED SEEPAGE BED I \ yid I (2624.97) I i9 1 j I (2617.56) r N I N (h M ic) t���O \ • �• w NEW MULTI-FAMILY DEVELOPMENT FOR: Lo J B 1475 _ 1 I • 2'-4 RETAINING WALL---' 0 I o ADDRESS N Z 1475 E FRANKLIN AVE 620.50 F I• MERIDIAN, IDAHO 83642 (2625.44) \ �' N 1 (2619.08) JOB I 22.10 • • ° •I • KSWN BY • •• ° I ° I 0 I•• CHECKED BY CS 01 SCALE 06^ I As indicated (2625.24) I N \N N ° 2618.95) DATE 001 2620.50 F I p 11.16.23 L 00 I •� ( PROJECT STATUS Z PROGRESS SET-NOT FOR • I CONSTRUCTION REVISIONS r / Q # DESCRIPTION DATE 1 - _j Q N O � I _ I I•. (2621.32) (2614.04) (2610.93) � /❑ 0 620 _ _ (2618.20) _ S. s 28'49_E. 283.06' '-4 RETAINING WALL j 21• (2625.70) - - - - d• d -I N� 26�7 . ° N�j .d °. n -��j V I .• a• � • d V CA C3� • IN _ c9 a IX CB ° - I N - • G TE=261 3.19/ i I D I 2615.50 FF _ _2,615.50 FIF - -E r' L J 2619.00 FF - _ 2619.00 FF ' •r N O 4 d d r (2625.44) �/ o e o o e e e o e "h t IM - M (2614.02) � N ;� I �6 0 2 no o 261$ i a; ROPOSED SEEPAGE BEDS � o N co � _ _ _ _ • NNE N / - - - - - - - - - - - - - - - - - (2614.80) - - T;F II (2624.17) (2621.65)i s.(261�7 68)474.59' i (2614.25) (2611.32) 1- NEW DRIVE ENTRANCE NSTALL STOP SIGN (28 FEET) (R1-1) AND NO LEFT 2'-5' RETAINING WALL =TURN SIGN (R3-2) ' 30 0 30 60 90 120 PRELIMINARY GRADING AND SITE IMPROVEMENT PLAN SCALE 1" = 30' ■ Nasland 910 Main Street, Ste.314 T(208) 918-4859 Boise,ID 83702 nasland.com Civil Engineering Consulting Land Planning N.89'46'00"E. 1327.12" 7 8 - - - - - _ - 480.70' - 18 17 GENERAL NOTES: EAST FRANKLIN ROAD 1. ALL CONSTRUCTION WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF THE IDAHO STANDARDS T R E K AR C H I T E C T U R E FOR PUBLIC WORKS CONSTRUCTION (ISPWC), THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC (AND ANY ADDENDUMS), MERIDIAN DESIGN STANDARDS, THE REQUIREMENTS OF THE ADA COUNTY HIGHWAY DISTRICT GENERAL 1 (ACHD), AND/OR THE REQUIREMENTS OF THE IDAHO TRANSPORTATION DEPARTMENT (ITD). THE MORE STRINGENT OF ©2019 TREK ARCHITECTURE.ALL RIGHTS RESERVED.THIS DRAWING IS AN INSTRUMENT OF SERVICE AND IS THE SOLE ANY OF THESE STANDARDS SHALL BE THE CONTROLLING STANDARDS OR SPECIFICATIONS. PROPERTY OF TREK ARCHITECTURE,ANY USE OF THIS ❑ O •• a, • DRAWING WITHOUT WRITTEN CONSENT BY TREK N•RQ-A nn 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER, ARCHITECTURE IS PROHIBITED. ( 38) S•8323'59"E• 70.65' AND SHATHE LL NOT BE RESPONSIBLE FOR CONSTRUCTITECT SHALL NOT HAVE CONTROL OR ION MRGE EANS, 0 - - STORM DRAIN, AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE METHODS,DEVIATIONS,TECHNIQUES,SEQUENCES,OR WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL IN PROCEDURES,CONNECTION OR WITH THE WORK,FOR O AUTIONSANDPROGRAMS OMISSIONS OF THE CONTRACTOR,SUBCONTRACTORS OR ANY SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES OTHER PERSONS PERFORMING ANY OTHER THEWORK,OR FOR THE FAILURE OF ANY OF THEM TO CARRY OUT THE WORK (26 - _ - (2614.05) FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA IN ACCORDANCE WITH THE CONTRACT DOCUMENTS.ALWAYS USE DIMENSIONS SHOWN.DRAWINGS ARE NOT TO BE SCALED. °• 58.01.16). DRAWING SCALES AS INDICATED ARE FOR REFERENCE ONLY AND ARE NOT INTENDED TO ACCURATELY DEPICT ACTUAL OR 3. STORM DRAINAGE SHALL BE RETAINED ON SITE THROUGH SURFACE AND/OR SUBSURFACE FACILITIES. DESIGNED CONDITIONS.WRITTEN DIMENSIONS SHALL GOVERN. 19 4. FOR ALL RESIDENTIAL AND NEW NONRESIDENTIAL CONSTRUCTION THE LOWEST FLOOR ELEVATION OF ANY STRUCTURE, r�l INCLUDING BASEMENTS, OR MOBILE/MANUFACTURED HOMES, SHALL BE ELEVATED TO THE FLOOD PROTECTION ARCHITECT '0 Cc •. 1 (2615.45) I ELEVATION OF NO LESS THAN TWO (2) FEET ABOVE THE BASE FLOOD ELEVATION. TREK ARCHITECTURE 26 .77) tl- 5. THE PROPOSED FINISH FLOOR (FF) ELEVATIONS SHOWN ARE APPROXIMATELY TWO (2) FEET ABOVE THE BASE FLOOD 122 S MONROE, STE#202 I o N �151b SPOKANE, WA 99201 ELEVATIONS. PRIOR TO SUBMITTING A FLOODPLAIN DEVELOPMENT PERMIT APPLICATION THE APPLICANT SHALL 509.315.4830 CONTACT THE CITY FLOODPLAIN ADMINISTRATOR IN ORDER TO DETERMINE THE BASE FLOOD ELEVATIONS. FEMA HELLO@TREKARCH.COM to LO 618.50 FF '(2616.21) ELEVATION CERTIFICATES SHALL BE FILED FOR EACH BUILDING THAT FALLS WITHIN ZONE AE. 04 r I O I V OWNER PROP SSMH-1 STA: 10+00.00 i,�o r• OWNER INFORMATION 2618.43RIM I JBI ELEMENTAL 2615.061E 404 SOUTH 8TH STREET p ► • ° a I• (2616.44) SEWER DATA TABLE SUUITE150, IDAHO 83702 �• 6� I ® LENGTH BEARING SLOPE NOTE J_ I I r 11 249.97' N00.04'49"E 0.60% 8" PVC TYPE SDR-35 PROFESSIONAL SEAL ° I' ° 618. 0 FF I: 2616.99) 2 127.86' N00.04'49"E 0.60% 8" PVC TYPE SDR-35 �. 3.5 I I V O3 65.71' N77°21'21"W 0.60% 8" PVC TYPE SDR-35 _ T _ I Ir, I• O4 181.87' N89`39'19"E 0.60% 8" PVC TYPE SDR-35 II 181.87' N89.39'19"E 0.60% 8" PVC TYPE SDR-35 (2624.97) `9 C; rn 261 I ' "' 0o I = (2617.56) + -D n I 0) 10 PROPOSED 20' UTILITY EASMEN.T �6� I �t JBULTI-FA475ELOPMENTFOR: c0 w - 1 I . LO I • I M PROPOSED FIRE HYDRANT o o Z ADDRESS 1475 E FRANKLIN AVE 620.5 F I• MERIDIAN, IDAHO 83642 (2625.44) i _ 1 (2619.08) JOB I• 22.10 I I I DRAWN BY • ° •I KS CHECKED BY o CS SCALE 00 (2625.24) 00 I I As indicated N ° I N I N •° 2618.95) DATE 20 c0 .5 I ❑ 11.16.23 ;n PROP SSMH-2 N STA: 12+50 0 •pl PROJECT STATUS 2620.58 IM PROGRESS SET-NOT FOR 2613. IE I •� I CONSTRUCTION REVISIONS r •° I. # DESCRIPTION DATE • SS - _J lll�` I I• (2621.32) (2614.04) (2610.93) O 1 PRnposm 9" W S. 9'28'4 I I ® � • �� I • (2618.20) - - m fnl g2 _ _ _ _ - 283.06' (2625.70) o �• W Oi PROPOSED 20' UTILITY EASMEINT o01 "I 2 I � • IN • � e • 2615.50 FF 2615.50 FF r' I 2619.00 FF - 7 7 N 2619.00 FF I 7 (2625.44) o 0 0 0 0 0 0 o e o o e o o O J (2614.02) \26 PR POS D 20 UTI ITY AS NT PRO OSE 2 UTI TY E. SME T o v I N I 1 PROP SSMH 3 N STA: 13+77.86 11 2622.97RIM � 2612.801E I 14+0011 +07 $ 1-0 0',q. 4 16+0 S 5 17+ 0 N I ' 18+0 N� _ SEWER LINE A _ _ - - - - W- 4 - � - (2624.17) -(2621.65) (2617.68) (2614.25) (2611.32) I PROP SSMH-5 N STA: 16+25.46 PROP SSMH-4 - STA: 14+43.59 PROPOSED FIRE HYDRANT ROPOSED 8" WATER MAIN 2616.30RIM PROP SSMH-6 N STA: 18+07.33 2621.31RIM 2611.311E (2614.83RIM) ss 2612.401E (2610.221E) 30 0 30 60 90 120 CONNECT TO EXISTING SEWER SEWER MAIN I PRELIMINARY WATER AND SEWER PLAN SCALE 1" = 30' ■ Nasland 910 Main Street, Ste.314 T(208) 918-4859 Boise,ID 83702 nasland.com Civil Engineering Consulting Land Planning TREKARCHITECTURE GENERAL ©2019 TREK ARCHITECTURE.ALL RIGHTS RESERVED.THIS DRAWING IS AN INSTRUMENT OF SERVICE AND IS THE SOLE PROPERTY OF TREK ARCHITECTURE,ANY USE OF THIS DRAWING WITHOUT WRITTEN CONSENT BY TREK ARCHITECTURE IS PROHIBITED. THE ARCHITECT SHALL NOT HAVE CONTROL OR CHARGE OF AND SHALL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS,DEVIATIONS,TECHNIQUES,SEQUENCES,OR PROCEDURES,OR FOR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK,FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR,SUBCONTRACTORS OR ANY OTHER PERSONS PERFORMING ANY OTHER THE WORK,OR FOR THE FAILURE OF ANY OF THEM TO CARRY OUT THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS.ALWAYS 263 2630 USE DIMENSIONS SHOWN.DRAWINGS ARE NOT TO BE SCALED. SCALES ASARE FOR REFERENCE ONLY XI STI N G SURFACE— AND AIRE NG NOT INTENDED DTOATED ACCURATELY DEPICT ACTUAL OR 1. DESIGNED CONDITIONS.WRITTEN DIMENSIONS SHALL GOVERN. PROP SSMH-1 N STA: 10+00.00 PROP SSMH-3 N STA: 13+77.86 PROP SSMH-4 N STA: 14+43.59 2618.43RIM 2622.97RIM 2621.31 RIM 2615.061E OUT PROP SSMH-2 N STA: 12+50.00— 2612.851E IN 2612.451E IN — ROP FINISHED SURFACE PROP SSMH-6 STA: 18+07.33 ARCHITECT 2620.58RIM 2612.751E OUT 2612.351E OUT TREKARCHITECTURE 2613.621E IN 2614.83RIM 2613.521E OUT 2610.321E IN SPOKANOE, WA g920#202 2610.221E OUT 14 509.315.4830 HELLO@TREKARCH.COM 262 PROP S5MH-5 N STA: 16+25.46 2620 2616.30RIM 2611.361E IN OWNER 607 09' 2611.261E OUT OWNER INFORMATION 0.609 JBI ELEMENTAL � 0.6 404 SOUTH 8TH STREET 2 0.60% 3 SUITE 150 4 0.609 BOISE, IDAHO 83702 5 261 2610 PROFESSIONAL SEAL EXISTING SEWER MAIN 2610.221E -EVE 2600 i �2600 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 18+81 SEWER LINE A HORZ SCALE: 1"=30' VERT SCALE: 1"=6' NEW MULTI-FAMILY DEVELOPMENT FOR: J61 1475 ADDRESS 1475 E FRANKLIN AVE MERIDIAN, IDAHO 83642 JOB 22.10 DRAWN BY KS NOTE: �S CHECKED BY REFER TO SHEET C2.0 FOR SEWER DATA TABLES AND ADDITIONAL INFORMATION. SCALE As indicated DATE 11.16.23 PROJECT STATUS PROGRESS SET-NOT FOR CONSTRUCTION REVISIONS # DESCRIPTION DATE PRELIMINARY SEWER PROFILES