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Home My WebLink AboutC1.01 Demolition Plan Demolition Plan \- - IRR 4L, 100' 100' 100' 100' \ 97' 97' oh t N t \ �•�'t IRR I , , ee o es. Fri= T H E 98' \ _ 1. ALL CONSTRUCTION WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT / \ \ � VERSION OF THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC), EAND 100, 100, 100 100 96' 97' 1 THE CITY OF MERIDIAN SUPPLMENTAL SPECIFICATIONS TO THE ISPWC (AND ANY I 1>1 95' ADDENDUMS), MERIDIAN DESIGN STANDARDS,THE REQUIREMENTS OF THE ADA T V 11;/ �, COUNTY HIGHWAY DISTRICT(ACHD),AND/OR THE REQUIREMENTS OF THE IDAHO _ GROUP I VA � I _ t14f TRANSPORATION DEPARTMENT(ITD).THE MORE STRINGENT OF ANY OF THESE IN gg I W g� M92 8'W „W ,� 8"W W STANDARDS SHALL BE THE CONTROLLING STANDARDS OR SPECIFICATIONS. co Me - 1 � I 1 \ 8"SS S "S� _ 8"SS W TORANA ST. 8"SS 2. CONTRACTOR TO FIELD VERIFY ALL EXISTING CURB &GUTTER, STORM DRAIN, I I I I I \ � � 1 CHANNEL CROSSINGS,AND SEWER ELEVATIONS OR INVERTS PRIOR TO \ I Q -47 CONSTRUCTION AND NOTIFY ENGINEER WHEN ELEVATIONS OR INVERTS DO NOT 1TCD MATCH PLANS. "' I I \ 3g 3 I / �_ 3. THE LOCATIONS OF UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE � I I 121 \`V / y WAY ONLY. THE CONTRACTOR SHALL COMPLY WITH IDAHO CODE, CHAPTER 22 TITLE 55 REGARDING UNDERGROUND FACILITIES DAMAGE PREVENTION. THE I / CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF EXISTING UTILITIES \ o 0 0 0 0 / o o ay o o o 0 0 0 / o o BEFORE COMMENCING WORK. THE CONTRACTOR AGREES TO BE FULLY \ / T RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED AS A � 1.4 / T , RESULT OF FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES. � I / THE CONTRACTOR SHALL CONTACT THE APPROPRIATE UTILITY COMPANIES OR 00 3 - - - / / 1.3 PHASE 1 / , DIG-LINE (208.342.1585) FOR EXACT LOCATIONS A MINIMUM OF 48 HOURS PRIOR cs - - - �.�� 6 API p - _ 6' - �Q'�T}}R - I TO DIGGING. 1 w PHASE 2 4. ABANDONED BUILDINGS,TEST PITS, OR WATERWAYS SHALL BE RE-EXCAVATED TO 1.8 II / - � , � - � - T �`_ _ _ 2.5 2.5 - - -1 F F -�� s - - I� - - 2.2 - _ -1 F NATIVE SOIL AND BACKFILLED WITH STRUCTURAL FILL PER THE REQUIREMENTS OF _ 2.3 ICI T THE PROJECT GEOTECHNICAL REPORT AND GEOTECHNICAL ENGINEER. T v l I I / / - - _ T _ I T - 5. EXPECT WATER TO BE PRESENT IN EXCAVATIONS GREATER THAN 3 FEET. l / / - - - - - - T CONTRACTOR SHALL OBTAIN APPROVED DEWATERING PLAN FROM SETTLERS MIX / -r / - - - J - - T - - - - - - - - _ - _ T \ \ IRRIGATION DISTRICT PRIOR TO CONSTRUCTION. 6. EXCEPT WHERE NECESSARY FOR INSTALLATION OF PIPE OR STRUCTURES, EXISTING z 1 w wla CO / /� - - � _ - � � _-- �- _ T - - - � T TAT - - - � T m CANALS AND SHALL BE PRESERVED. BACKFILL AND REMOVAL OF THE EXISTING i d/ / //I - -1 L - - -1 L - - J L _ - J L - - J --_� - _ - - - � L - - � L� � - J L - - J � �� - - - J - LEMP CANAL SHALL BE PERFORMED BASED ON THESE PLANS. 7. CONTRACTOR SHALL SCHEDULE A PRE-CONSTRUCTION MEETING WITH SETTLERS 60 IRRIGATION DISTRICT, NAMPA&MERIDIAN IRRIGATION DISTRICT,AND ADA COUNTY l HIGHWAY DISTRICT. THE PRE-CONSTRUCTION MEETING SHALL BE HELD PRIOR TO iI THE COMMENCEMENT OF ANY WORK. 00 I I i I I I \ -2540 ' �' % 8. CONFIRM ALL EXISTING UTILITY ELEVATIONS PRIOR TO CONSTRUCTION. NOTIFY ENGINEER IMMEDIATELY OF ANY DISCREPANCIES. 1.5 I CD WI \ \ \\ \\ \ _ _ Do T T - I1 � --2541 Demolition Legend. - - I I I I I 3 J REMOVE AND DISPOSE OF EXISTING T T _ - 1 GRAVEL AccEss ROAD. N I I I I I \ I I I I I I - - - - I_I- - - - TT II- I I T I I \ - 2.4 - - - J � - - L L - - L L L - - - J L= - T C - -1 L - - J J J J REMOVE AND DISPOSE - - - - - - - - - - OFHARDSCAPE OFF-SITE. \ \ \ERR ` _GIRR_ - - - - - - �lR - - - - - - }RR- IR GIRR - - - - - - - - - - -GLR- IRR GIRR GIRR - � o 1.8 1.2 1.g 1.2 1.8 1.8 SAW CUT-PROVIDE N \ 1 2 1.8 1.8 ____ NEAT SAW CUT LINE OF r l T ASPHALT AND cc t��J CONCRETE N � I i I I I � mc To ox APPROXIMATE LINE OF _O T Q \, DEMOLITION LIMITS. 0 60' 120' ' Demolition Plan - West cc Keynotes. ��. _ Horizontal Scale. 1 - 60 o _ 1. RETAIN AND PROTECT Q ' 100' \�� - - - / I / I I III l III 1.1. EXISTING WATER UTILITY AND ASSOCIATED APPURTENANCES. ■� J _ _ I l 94 I II II III / \ III III 1.2. EXISTING FENCE. y 8 - - - 8" "PIR 8"PIRR I I / 11111 II III I IIII 1.3. EXISTING HARDSCAPE. ■ O V IIII 111.4. EXISTING CURB AND GUTTER,VERTICAL CURB AND/OR MOW CURB. 1.5. EXISTING ELECTRICAL UTILITY. lW - I I� I IIIII 1I 1.6. EXISTING STORM DRAIN UTILITY AND ASSOCIATED APPURTENANCES. ■ "SS - 8"SSW 8'SS W „� W. TOR NA ST. 8"SS - "SS 8 W o 94 I III I III 111 I Ili ii 1.7. EXISTING NATURAL GAS UTILITY AND ASSOCIATED APPURTENANCES. W - PHASE 1 8 SS I I l I I I I III 1.8. EXISTING GRAVITY IRRIGATION UTILITY AND ASSOCIATED APPURTENANCES. + 1.3 I III I 1 I I III 2. REMOVE AND DISPOSE OF: Q / W 1.4 - - - PHASE 2 - - i I l 1 II 2.1. EXISTING SIGN. O C / Q 1.4 - T I I l III / 2.2. DOMESTIC WATER BLOWOFF ASSEMBLY. CA 2 4 1.3 2 4 I 1 III 11 2.3. SANITARY SEWER T-TYPE CLEANOUT. T Q� a �° L L - L L - - - J - - 2.5 2.5 I I I I�I I III 2.4. PRESSURE IRRIGATION MAINLINE AIR RELIEF VALVE. cc � / o o _ � I I U I I 2.5. PEDESTRIAN&TRAFFIC BARRICADE. -0 CO _ T / r r r / � - - - 2.5 2.5 - - 2.3 2.2C 1) - T II /I / Z 1.4 / Z 1.4 Z. 2.2 �I-I - rt III /// Z IIII I Ill CZ C-0 J I I 1 _ I II II 3. ALL TEST PIT AREAS SHALL BE EXCAVATED OUT AND BACKFILLED PER SHEET NOTE 4. � c - CO - 1.3 I I L 1.3 J JJ - - J � J / \ I I I II // IIII III � _ o I - ` T - - - I �I-I - � o L l I L�� 4. TEMPORARY DRAINAGE BASINS SHALL BE BACKFILLED PER GEOTECHNICAL REPORT. -_ Nifilm _ - r� II 0 2.4 ` / \ N I I �I- - tomLO I 2 lr III - - - - - 2.5 2.2 2.5 '� 2.5 _ � J 1 � � -1 � - - - � J I IIII IIII�� TI �, - J 4 2.3 2.2 � � - - N - - - - \� / I IIIII IlIII11III 2.5 I I T I I I I I I I I / I I I I I I I I - � I IIIII I IIII IIII I � L_ v 1 - J - � � // LT J � - - - � � / �I IIIII Revisions 10 - N III I IIII IIII - - - - F - - - - / I N I I I III III 1. AGENCY COMMENTS- 10/24/25 IIII W \ LL _ -1 L - � J LL _ �I IIII o � I I I I I\ I I III 1 / IIIII I I � T� - - - � T � FT - - - � a � y \ LL - LT J L - - \ III 1 Q LU II � I II II � �TI II II II II II II \ o - - LU J 18 J 21 - 18 i \ I d = d U II E�I'I I I I I S L F�r I\ I 1.8 _ - -i-i- - - J ` 1.6 - / I �� - 1I I I I I I � � _ 568 -PtRR IR � - - J I - - - T � � - - J T/ - _ - T\� - - - T - - - T - - � � � - T 1 � / \\ 1 / \ 10/24/2025 1.8 _`� TOE TOE TOE- - - - E - - _TOti - -JQF - - - - - T� - - - - - - _ •r -MENEM _ _ - - - - q1 p -_=- -- - - -- �Q�=_ - - - - �� = ✓ T =TGE-_ =TH€_ _ -_ 1.8 = _ L `9�ES W.G Tap- - - - - - - - - - -- - 1.7 -TAP=- TAP= - -76� - - -Tip-- - TAP-- 1.1 E , \ W Project No.: 123200 - - - - - - - - - - - - - - _ _ _ Date of Issuance: 09.02.2025 �- - - - - - - 1 1 17\ O Project Milestone: PERMIT a1.5 1�/ I Demolition Plan u / T I N m T 1.10 I Demolition Plan - Demolition Plan - East 60' 120' C1 01 s oa Horizontal Scale: 1" = 60' ■ Mao