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HomeMy WebLinkAboutPZ - Preliminary Water and Sewer Plans 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 TR E K AR C H I TE C TU 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 I GENERAL (ACHD), AND/OR THE REQUIREMENTS OF THE IDAHO TRANSPORTATION DEPARTMENT (ITD). THE MORE STRINGENT OF M 2019 TREK ARCHITECTU RE ALL RI G HITS RES FIR ED THIS DRAWING IS AN NSTRUMENT OF SERVICE AND IS THE SOLE ANY OF THESE STANDARDS SHALL BE THE CONTROLLING STANDARDS OR SPECIFICATIONS. PROPS PLY OF TREK ARCHITECTURE ANY USE OF THIS DRAW NG WITHOUT WRITTEN CONSENT BY TREK N.8 46'0 "E. _ _ 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER, ARCHITECTURE IS PROHIBITED S.8323'59^ THE ARCHITECT SHALL NOT HAVE CONTROL OR CHARGE OF FilN 70.65' ® _ STORM DRAIN, AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE AND SHALL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS METHODS.DEVIATIONS.TECHNIQUES.SEQUENCES.OR a WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL PROCEDURES WITH THE WORK FORTHEACTS dPROGRAMs N CONNECTIONWITHTHEWORK FOR THEACTS O 267> cS5F I SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES OTHERPERSO SPERFORMINGANYOTHERTHEWORKOR"Y --------- FOR THE FAILURE OF ANY OF THEM TO CARRY OUT THE WORK 11, >619 55j 2 2614.05) FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA USE DIMENSION WITH THECONTRACT AWNGSARENOTTOBESCALs ( o DIMENSIONS SHOWN.DRAWINGS ARE NOT TO BE SCALED. ^ I\ \ 58.01.16). / DRAWING SCALES ASINDICATED ARE FOR REFERENCE ONLY CUALO III 2 ' \ 2675 _ II\ 3. STORM DRAINAGE SHALL BE RETAINED ON SITE THROUGH SURFACE AND/OR SUBSURFACE FACILITIES. DESDIGNEDCCONDITIONS WRITTENDIMENSIONSSHA co OR 6�9. \I \ 4. FOR ALL RESIDENTIAL AND NEW NONRESIDENTIAL CONSTRUCTION THE LOWEST FLOOR ELEVATION OF ANY STRUCTURE, INCLUDING BASEMENTS, OR MOBILE/MANUFACTURED HOMES, SHALL BE ELEVATED TO THE FLOOD PROTECTION ARCHITECT 26''76 261 5.45) I TREK ARCHITECTURE ::621.77) � ELEVATION OF NO LESS THAN TWO (2) FEET ABOVE THE BASE FLOOD ELEVATION. 00 \ 5. THE PROPOSED FINISH FLOOR (FF) ELEVATIONS SHOWN ARE APPROXIMATELY TWO (2) FEET ABOVE THE BASE FLOOD 122 S MONROE,STE#202 ?67) \ ELEVATIONS. PRIOR TO SUBMITTING A FLOODPLAIN DEVELOPMENT PERMIT APPLICATION THE APPLICANT SHALL SPOKANE,WA99201 3 262 p \ 509.315.4830 10 CONTACT THE CITY FLOODPLAIN ADMINISTRATOR IN ORDER TO DETERMINE THE BASE FLOOD ELEVATIONS. FEMA HELLO@TREKARCH.COM \ 2616.21) ELEVATION CERTIFICATES SHALL BE FILED FOR EACH BUILDING THAT FALLS WITHIN ZONE AE. N \O Z OWNER \� \ OWNER INFORMATION JBI I �26 \ SEWER DATA TABLE SUITE 150 ELEMENTAL 404 SOUTH 8TH STREET 2J�`, \, \ 2616.44) BOISE,IDAHO 83702 \ I ® LENGTH BEARING SLOPE NOTE o \N N \ O 246.97' SO°40'21"W 0.50% 8" PVC TYPE SDR-35 PROFESSIONAL SEAL I \� 2616.99) O 239.78' N89°35'02"E 1.24% 8" PVC TYPE SDR-35 (2 2.3.53 3 118.57' N66°11'23"E 0.50% 8" PVC TYPE SDR-35 \ O4 72.74' N53°06'56"E 0.50% 8" PVC TYPE SDR-35 CP N V 0119 PROPOSED FIRE HYDRANT o © M \ BUILDING 1 m IN N NW FF 2622.5 FF 2619.5 LO L NEw MULTI-FAMILY DEVELOPMENT FOR \ Ln - JBI 1475 � � I o -- o AODREss PROP SSMH-1 STA:10+00.00 \P6' O' 26 MERIDIAN,IDAHO 83642 2623.17RIM Q �� c� �' >O 2619.08) 2616.191E (e�W, 4) Los 22.10 Z JDRAWN BY BUILDING 2 JWO I CHECKED sv FF 2623.5 FF 2620.5 I EJV 03 W SCALE (2625.24) Co - As indicated I -- 03 �� 2618.95) DATE ❑ 05.25.22 -03 O \ PROJECT STATUS z 10 I PROGRESS SET-NOT FOR + I CONSTRUCTION REVISIONS I # DESCRIPTION DATE Ss M N N % � N (0 O ROPOSED 8" WATER MAIN 0O CONNECT TO EXISTING SEWER LATERAL N 1 O (2621.32) (2614.04) UPSIZE EXISTING 4" SEWER LINE TO 8" SEWER LINE l (2618.20) S. 9°28'49_'E. 283.06' (2625.70) v/ / �� _-261'o y + Y Y -46,7:Y/W W Y BUILDING 3 BUILDING 4 6 W K y N N ti6 W W W W 0 ti BUILDING 5 W W W � y W Q FF 2623.5 FF 2620.5 F 2620 FF 2617 I) 1 W W W + �W III 0 \ FF 2617.5 FF 2614.5 N " K � w N V• WC) W N{�1�•Y L a3 (2625.44 I O �; �1� V •-- _ 1 W W W ) T+ /V W .Y W W W W I W e I O �� lit 14.0� v I 2612 ROPOSED 8" WATER MAIN �' f N Sj " N N N N W Q �21 PROP SSMH-2 STA:12+46.99 ` �^ k�/ `� 2624.02RIM �' 0 \ / N R " N N . 2614.971E W W N"� '� °' I� �Fk �� Ir:�� ?. N S - 13+00 ' z 14+OOS ems,, �� �O0 6)S W :o /, N N WN «SEWER LINE A, ! W W J - T PROPOSED FIRE HYDRANT S.89.40'S2"W. 474.59' PROP SSMH-3 - STA:14+86.85 2615.45RIM 2611.991E err I I � 30 0 30 60 90 120 PRELIMINARY WATER AND SEWER PLAN SCALE 1" = 30' C2mO 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 TR E K AR C H I TE C TU 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 I GENERAL (ACHD), AND/OR THE REQUIREMENTS OF THE IDAHO TRANSPORTATION DEPARTMENT (ITD). THE MORE STRINGENT OF M 2019 TREK ARCHITECTU RE ALL RI G HITS RES FIR ED THIS DRAWING IS AN NSTRUMENT OF SERVICE AND IS THE SOLE ANY OF THESE STANDARDS SHALL BE THE CONTROLLING STANDARDS OR SPECIFICATIONS. PROPS PLY OF TREK ARCHITECTURE ANY USE OF THIS DRAW NG WITHOUT WRITTEN CONSENT BY TREK N.8 46'0 "E. _ _ 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER, ARCHITECTURE IS PROHIBITED S.8323'59^ THE ARCHITECT SHALL NOT HAVE CONTROL OR CHARGE OF FilN 70.65' ® _ STORM DRAIN, AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE AND SHALL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS METHODS.DEVIATIONS.TECHNIQUES.SEQUENCES.OR a WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL PROCEDURES WITH THE WORK FORTHEACTS dPROGRAMs N CONNECTIONWITHTHEWORK FOR THEACTS O 267> cS5F I SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES OTHERPERSO SPERFORMINGANYOTHERTHEWORKOR"Y --------- FOR THE FAILURE OF ANY OF THEM TO CARRY OUT THE WORK 11, >619 55j 2 2614.05) FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA USE DIMENSION WITH THECONTRACT AWNGSARENOTTOBESCALs ( o DIMENSIONS SHOWN.DRAWINGS ARE NOT TO BE SCALED. ^ I\ \ 58.01.16). / DRAWING SCALES ASINDICATED ARE FOR REFERENCE ONLY CUALO III 2 ' \ 2675 _ II\ 3. STORM DRAINAGE SHALL BE RETAINED ON SITE THROUGH SURFACE AND/OR SUBSURFACE FACILITIES. DESDIGNEDCCONDITIONS WRITTENDIMENSIONSSHA co OR 6�9. \I \ 4. FOR ALL RESIDENTIAL AND NEW NONRESIDENTIAL CONSTRUCTION THE LOWEST FLOOR ELEVATION OF ANY STRUCTURE, INCLUDING BASEMENTS, OR MOBILE/MANUFACTURED HOMES, SHALL BE ELEVATED TO THE FLOOD PROTECTION ARCHITECT 26''76 261 5.45) I TREK ARCHITECTURE ::621.77) � ELEVATION OF NO LESS THAN TWO (2) FEET ABOVE THE BASE FLOOD ELEVATION. 00 \ 5. THE PROPOSED FINISH FLOOR (FF) ELEVATIONS SHOWN ARE APPROXIMATELY TWO (2) FEET ABOVE THE BASE FLOOD 122 S MONROE,STE#202 ?67) \ ELEVATIONS. PRIOR TO SUBMITTING A FLOODPLAIN DEVELOPMENT PERMIT APPLICATION THE APPLICANT SHALL SPOKANE,WA99201 3 262 p \ 509.315.4830 10 CONTACT THE CITY FLOODPLAIN ADMINISTRATOR IN ORDER TO DETERMINE THE BASE FLOOD ELEVATIONS. FEMA HELLO@TREKARCH.COM \ 2616.21) ELEVATION CERTIFICATES SHALL BE FILED FOR EACH BUILDING THAT FALLS WITHIN ZONE AE. N \O Z OWNER \� \ OWNER INFORMATION JBI I �26 \ SEWER DATA TABLE SUITE 150 ELEMENTAL 404 SOUTH 8TH STREET 2J�`, \, \ 2616.44) BOISE,IDAHO 83702 \ I ® LENGTH BEARING SLOPE NOTE o \N N \ O 246.97' SO°40'21"W 0.50% 8" PVC TYPE SDR-35 PROFESSIONAL SEAL I \� 2616.99) O 239.78' N89°35'02"E 1.24% 8" PVC TYPE SDR-35 (2 2.3.53 3 118.57' N66°11'23"E 0.50% 8" PVC TYPE SDR-35 \ O4 72.74' N53°06'56"E 0.50% 8" PVC TYPE SDR-35 CP N V 0119 PROPOSED FIRE HYDRANT o © M \ BUILDING 1 m IN N NW FF 2622.5 FF 2619.5 LO L NEw MULTI-FAMILY DEVELOPMENT FOR \ Ln - JBI 1475 � � I o -- o AODREss PROP SSMH-1 STA:10+00.00 \P6' O' 26 MERIDIAN,IDAHO 83642 2623.17RIM Q �� c� �' >O 2619.08) 2616.191E (e�W, 4) Los 22.10 Z JDRAWN BY BUILDING 2 JWO I CHECKED sv FF 2623.5 FF 2620.5 I EJV 03 W SCALE (2625.24) Co - As indicated I -- 03 �� 2618.95) DATE ❑ 05.25.22 -03 O \ PROJECT STATUS z 10 I PROGRESS SET-NOT FOR + I CONSTRUCTION REVISIONS I # DESCRIPTION DATE Ss M N N % � N (0 O ROPOSED 8" WATER MAIN 0O CONNECT TO EXISTING SEWER LATERAL N 1 O (2621.32) (2614.04) UPSIZE EXISTING 4" SEWER LINE TO 8" SEWER LINE l (2618.20) S. 9°28'49_'E. 283.06' (2625.70) v/ / �� _-261'o y + Y Y -46,7:Y/W W Y BUILDING 3 BUILDING 4 6 W K y N N ti6 W W W W 0 ti BUILDING 5 W W W � y W Q FF 2623.5 FF 2620.5 F 2620 FF 2617 I) 1 W W W + �W III 0 \ FF 2617.5 FF 2614.5 N " K � w N V• WC) W N{�1�•Y L a3 (2625.44 I O �; �1� V •-- _ 1 W W W ) T+ /V W .Y W W W W I W e I O �� lit 14.0� v I 2612 ROPOSED 8" WATER MAIN �' f N Sj " N N N N W Q �21 PROP SSMH-2 STA:12+46.99 ` �^ k�/ `� 2624.02RIM �' 0 \ / N R " N N . 2614.971E W W N"� '� °' I� �Fk �� Ir:�� ?. N S - 13+00 ' z 14+OOS ems,, �� �O0 6)S W :o /, N N WN «SEWER LINE A, ! W W J - T PROPOSED FIRE HYDRANT S.89.40'S2"W. 474.59' PROP SSMH-3 - STA:14+86.85 2615.45RIM 2611.991E err I I � 30 0 30 60 90 120 PRELIMINARY WATER AND SEWER PLAN SCALE 1" = 30' C2mO Nasland 910 Main Street,Ste.314 T(208)918-4859 Boise,ID 83702 nasland.com Civil Engineering Consulting Land Planning 265 2650 TREKARCHITECTURE GENERAL 9 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 MEANSMET ODS DEIATIONS TECHNIQUES SE OR 264 2640 PROCEDURESVOR 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 USE DIMENSIONS SHOWN.DRAWINGS ARE NOT TO BE SCALED. DRAWING SCALES AS INDICATED ARE FOR REFERENCE ONLY AND ARE NOT INTENDED TO ACCURATELY DEPICT ACTUAL OR DESIGNED CONDITIONS.WRITTEN DIMENSIONS SHALL GOVERN. ARCHITECT TREK ARCHITECTURE 263 --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- -- 2630 PROP SSMH-2 STA:12+46.99 122 S MONROE,STE#202 SPOKANE,WA 99201 PROP SSMH-1 STA:10+00.00 2624.02RIM 509.315.4830 2623.17RIM 2614.971E IN ROP FINISHED SURFACE HELLO@TREKARCH.COM 2616.191E OUT 2614.941E OUT OWNER OWNER INFORMATION I I 1 PROP SSMH-3 — STA:14+86.85 JBI ELEMENTAL 262 --- --- --- --- --- --- --- --- -- --- 2661991ER11N— --- --- --- --- --- -- 2620 404 SOUTH STH STREET SUITE 150 2611.961E OUT BOISE,IDAHO 83702 I I I I I I I I I 0.50% EXISTING SEWER LATERAL --_ --- 2611.001E -� _ -- -� 1.24q I I PROFESSIONAL SEAL 0.501 0. 09, 261 _ 2610 260 --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- -- 2600 NEW MULTI FAMILYDEVELOPMENT FOR: JBI 1475 259 2590 ADDRESS 9+50 10+100 10+50 11+00 11+150 12+00 12+50 13+100 13+50 14+00 14+150 15+00 15+50 16+100 16+50 17+00 17+150 17+82 1475 E FRANKLIN AVE MERIDIAN,IDAHO 83642 SEWER LINE A JOB 22. 22.10 HORZ SCALE: 1"=30' DRAWN BY VERT SCALE: 1"=6' Jwo KE°DY NOTE: GHEG EJV REFER TO SHEET C2.0 FOR SEWER DATA TABLES AND ADDITIONAL INFORMATION. SCALE As indicated DATE 05.25.22 PROJECT STATDs PROGRESS SET-NOT FOR CONSTRUCTION REVISIONS # DESCRIPTION DATE PRELIMINARY SEWER PROFILES Nasland 910 Main Street,Ste.314 T(208)918-4859 Boise,ID 83702 nasland.com Civil Engineering Consulting Land Planning 265 2650 TREKARCHITECTURE GENERAL 9 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 MEANSMET ODS DEIATIONS TECHNIQUES SE OR 264 2640 PROCEDURESVOR 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 USE DIMENSIONS SHOWN.DRAWINGS ARE NOT TO BE SCALED. DRAWING SCALES AS INDICATED ARE FOR REFERENCE ONLY AND ARE NOT INTENDED TO ACCURATELY DEPICT ACTUAL OR DESIGNED CONDITIONS.WRITTEN DIMENSIONS SHALL GOVERN. ARCHITECT TREK ARCHITECTURE 263 --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- -- 2630 PROP SSMH-2 STA:12+46.99 122 S MONROE,STE#202 SPOKANE,WA 99201 PROP SSMH-1 STA:10+00.00 2624.02RIM 509.315.4830 2623.17RIM 2614.971E IN ROP FINISHED SURFACE HELLO@TREKARCH.COM 2616.191E OUT 2614.941E OUT OWNER OWNER INFORMATION I I 1 PROP SSMH-3 — STA:14+86.85 JBI ELEMENTAL 262 --- --- --- --- --- --- --- --- -- --- 2661991ER11N— --- --- --- --- --- -- 2620 404 SOUTH STH STREET SUITE 150 2611.961E OUT BOISE,IDAHO 83702 I I I I I I I I I 0.50% EXISTING SEWER LATERAL --_ --- 2611.001E -� _ -- -� 1.24q I I PROFESSIONAL SEAL 0.501 0. 09, 261 _ 2610 260 --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- -- 2600 NEW MULTI FAMILYDEVELOPMENT FOR: JBI 1475 259 2590 ADDRESS 9+50 10+100 10+50 11+00 11+150 12+00 12+50 13+100 13+50 14+00 14+150 15+00 15+50 16+100 16+50 17+00 17+150 17+82 1475 E FRANKLIN AVE MERIDIAN,IDAHO 83642 SEWER LINE A JOB 22. 22.10 HORZ SCALE: 1"=30' DRAWN BY VERT SCALE: 1"=6' Jwo KE°DY NOTE: GHEG EJV REFER TO SHEET C2.0 FOR SEWER DATA TABLES AND ADDITIONAL INFORMATION. SCALE As indicated DATE 05.25.22 PROJECT STATDs PROGRESS SET-NOT FOR CONSTRUCTION REVISIONS # DESCRIPTION DATE PRELIMINARY SEWER PROFILES