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Home My WebLink AboutC1.02_Demolition Plan East I I I Sheet Notes. X I I 1. ALL CONSTRUCTION WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT Q VERSION OF THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC), O I ,,�, I i THE CITY OF MERIDIAN SUPPLMENTAL SPECIFICATIONS TO THE ISPWC (AND ANY ADDENDUMS), MERIDIAN DESIGN STANDARDS,THE REQUIREMENTS OF THE ADA xI I COUNTY HIGHWAY DISTRICT (ACHD), AND/OR THE REQUIREMENTS OF THE IDAHO TRANSPORATION DEPARTMENT ITD .THE MORE STRINGENT OF ANY OF THESE STANDARDS SHALL BE THE CONTROLLING STANDARDS OR SPECIFICATIONS. END 2.1 I I 2. CONTRACTOR TO FIELD VERIFY ALL EXISTING CURB &GUTTER, STORM DRAIN, w CHANNEL CROSSINGS, AND SEWER ELEVATIONS OR INVERTS PRIOR TO - - TOE- _ _ - TOE _ _ TOE _ - (�� - - \ _ R - �� I 1 1.2 - - T -- - __ - - - - - - - - - - _ _ - _ _ _ _ _ \ J _ CONSTRUCTION AND NOTIFY ENGINEER WHEN ELEVATIONS OR INVERTS DO NOT 7 T - - - - - -- MATCH PLANS. �- 12"W 2„W -2546 _ _ EP 12„W EIP _ _ _ _ 12„W_ _EP 1 EP �,W - - €P- 12„W - - gyp- - - - �Ep- - - - - 12„W Ep - - - - EF2 W - - - - - -� 1 n _ _ - 12 W 12 W - - - ` - - - - - -1TV - - - - - - 12"W 12 W 3 THE LOCATIONS OF UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE cYV - - - - - - - - - - - 2546 - - - - - - - _ - - - �2=":0 - WAY ONLY. THE CONTRACTOR SHALL COMPLY WITH IDAHO CODE, CHAPTER 22 FIR FP FP FP ER _p Fp - - - - - - - - -254g- - - _ _ TITLE 55 REGARDING UNDERGROUND FACILITIES DAMAGE PREVENTION. THE - MB MB - - _- - _ _ _- - - - - - - - - _ _ - - - - - - - _ _ MB Mg CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF EXISTING UTILITIES - - - - _ -- - - - - ==i - - F�IW - -R�- _- }W = -- -== R� - - � = _ - - - - -I11 ' �fAT - -- _ =-Rt�L /11k -_-_ - _ W_= _ ___ = --10�= - -IOC - - - -=== _ _ - IRR IRR _ __�- _ - - - - _ _ - _ _ _ _ _ _ __ _ _ ___ _ _-- _ - _ - - - - - - - - - - - _ -_ - _ - - - __- - �___ - - - - -- - - - _ BEFORE COMMENCING WORK. THE CONTRACTOR AGREES TO BE FULLY `�� - - -� - - - - - - - - - - - - - - - - - - - -_______- - - - - - ____ -_ - - - - - - - - - - - - _____- - - - - - - - - -- - - - - - - - - - _ -- - TAP - - - - OHP - - - - -_� - - P OHP r - 1.7 - %- ___ _-________ -__T81 RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED AS A OHIP _ GHQ -_- __- _ _ 0� _ _ _ _-_ - - -_ - __ _ - - - RESULT OF FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES. / ( / / OHP � THE CONTRACTOR SHALL CONTACT THE APPROPRIATE UTILITY COMPANIES OR 2.1 BEGIN --- - 2.5 - - 7 \ 1 7 2.2 DIG-LINE (208.342.1585) FOR EXACT LOCATIONS A MINIMUM OF 48 HOURS PRIOR - - - - - - - - - - - - - - 4 END 3 I - - - ^� - - - - - TO DIGGING. / 5 \ 3 END 2.4 I ) 2 1 1.4- 4. ABANDONED BUILDINGS,TEST PITS, OR WATERWAYS SHALL BE RE-EXCAVATED TO / 1 NATIVE SOIL AND BACKFILLED WITH STRUCTURAL FILL PER THE REQUIREMENTS OF / END 2 1 / / 2 1 THE PROJECT GEOTECHNICAL REPORT AND GEOTECHNICAL ENGINEER. / 2.6 EM o 5. EXPECT WATER TO BE PRESENT IN EXCAVATIONS GREATER THAN 3 FEET. 2.5 o G N G G - - f- - CONTRACTOR SHALL OBTAIN APPROVED DEWATERING PLAN FROM SETTLERS / 3 BEGIN 2.1 �� 4 BEGIN / 2.1 \ � � - 5 2 4 - -X x �F-DF - - -_ - -X IRRIGATION DISTRICT PRIOR TO CONSTRUCTION. / I / I 2.1 X XX- / 2.5 I 2.5 p`� I I 1.12 6. EXCEPT WHERE NECESSARY FOR INSTALLATION OF PIPE OR STRUCTURES, EXISTING 2 1.9 CANALS AND SHALL BE PRESERVED. BACKFILL AND REMOVAL OF THE EXISTING I I 5 LEMP CANAL SHALL BE PERFORMED BASED ON THESE PLANS. J I R 7. CONTRACTOR SHALL SCHEDULE A PRE-CONSTRUCTION MEETING WITH SETTLERS / I IRRIGATION DISTRICT, NAMPA&MERIDIAN IRRIGATION DISTRICT,AND ADA COUNTY / I I HIGHWAY DISTRICT. THE PRE-CONSTRUCTION MEETING SHALL BE HELD PRIOR TO 3 2.5 / 3 I 2.6 I THE COMMENCEMENT OF ANY WORK. / \ /� I 8. CONFIRM ALL EXISTING UTILITY ELEVATIONS PRIOR TO CONSTRUCTION. NOTIFY ENGINEER IMMEDIATELY OF ANY DISCREPANCIES. 2.7 / 2.5 0 2.6 2.6 1.12 Demolition Legend: L / ( 3 2.1 REMOVE AND DISPOSE OF REMOVE AND DISPOSE OF HARDSCAPE OFF-SITE. EQUIPMENT AND IRRIGATION h 1 / / BEGIN - 2.4 REMOVE AND DISPOSE OF _ BACKFILL OPEN CHANNEL. II 1.11 I �� \� GRAVEL OFFSITE. - SEE SHEET NOTE 4. 2545- � \ 3 RETAIN AND PROTECT REMOVE AND SALVAGE \ � o EXISTING TREE, INSTALL EXISTING TREE FOR FUTURE - - PROTECTIVE FENCE AROUND / TREE. USE IN AMENITY AREAS. I SAW CUT- PROVIDE I APPROXIMATE LINE OF _ _ _ _ NEAT SAW CUT LINE OF I DEMOLITION LIMITS. ASPHALT AND CONCRETE 3 \ 3 I Keynotes: I I 1. RETAIN AND PROTECT °C 1.1. ELECTRICAL UTILITY AND ASSOCIATED APPURTENANCES. - - - - - - - - 1.2. EXISTING WATER UTILITY AND ASSOCIATED APPURTENANCES. l 1.13 1.3. EXISTING SANITARY SEWER UTILITY AND ASSOCIATED APPURTENANCES. 1.4. EXISTING HARDSCAPE. END 2.4 MW 1.5. EXISTING TRANSFORMER &TRANSFORMER PAD. 1.1 (D 1.6. EXISTING CURB AND GUTTER,VERTICAL CURB AND/OR MOW CURB. 1.2 1.7. EXISTING OVERHEAD POWER. BEGIN 2.1 X MW 1.8. EXISTING STORM DRAIN UTILITY AND ASSOCIATED APPURTENANCES. 1.9. EXISTING NATURAL GAS UTILITY AND ASSOCIATED APPURTENANCES. \ � END 2.1 1.10. EXISTING TELECOMMUNICATIONS UTILITY AND ASSOCIATED APPURTENANCES. \ \ - W 1.11. EXISTING GRAVITY IRRIGATION UTILITY AND ASSOCIATED APPURTENANCES. 1.6 1.4 1.12. EXISTING FENCE. S 1.2 1.13. PRESSURE IRRIGATION UTILITIES AND ASSOCIATED APPURTENANCES. 2.4 $ SS - 2. REMOVE AND DISPOSE OF: 3 2.3 END BEGIN 2.3 IR - - E G 2.1. EXISTING WATER UTILITY AND ASSOCIATED APPURTENANCES.All WELLS MUST BE 1.3 1.3 PROPERLY ABANDONED ACCORDING TO IDAHO WELL CONSTRUCTION STANDARD 3 1 4 RULES ADMINISTERED BY THE IDAHO DEPARTMENT OF WATER RESOURCES. 1.9 2.2. EXISTING SIGN. 2.3. EXISTING SANITARY SEWER UTILITY AND ASSOCIATED APPURTENANCES 2.4 BEGIN 2.4. EXISTING IRRIGATION UTILITY AND ASSOCIATED APPURTENANCES. 2.5. EXISTING ELECTRICAL UTILITY AND ASSOCIATED APPURTENANCES. °C 1.12 2.6. EXISTING BUILDING AND ASSOCIATED APPURTENANCES. / \ 2.7. EXISTING PROPANE TANK AND ASSOCIATED APPURTENANCES. 2.8. EXISTING WATER METER. 2.9. EXISTING BUILDING AND ASSOCIATED APPURTENANCES. I � 3. ALL TEST PIT AREAS SHALL BE EXCAVATED OUT AND BACKFILLED PER SHEET NOTE 4. 4. ABANDON WATER UTILITY IN PLACE UNDER TREE. 5. REMOVE AND SALVAGE TREE FOR FUTURE USE IN AMENITY AREAS. COORDINATE WITH X LANDSCAPE ARCHITECT PRIOR TO REMOVAL. Cc Tree Protection Notes: 1. PROTECT THE CRITICAL ROOT ZONE OF THE TREES TO BE RETAINED ON SITE: (NOTE: CRITICAL ROOT ZONE IS THE AREA DIRECTLY BELOW THE DRIP LINE OF THE TREE.) 1 I 1.1. CONSTRUCT PROTECTIVE FENCING OF CHAIN-LINK AROUND THE CRITICAL \��\ � ROOT ZONE PRIOR TO DEMOLITION OR CONSTRUCTION. 3 I 1.2. DO NOT ALLOW COMPACTION BY EQUIPMENT TRAFFIC DURING CONSTRUCTION OR DURING DEMOLITION. O I 1.3. DO NOT ALLOW CEMENT TRUCKS TO RINSE WITHIN THE PROTECTION AREA, ■ \ \ I ANYWHERE THAT TREE ROOTS EXIST OR IN PLANNED PLANTING BEDS. y 1.4. DO NOT STOCKPILE MATERIALS, DEBRIS OR DIRT WITHIN THE TREE ■ \� I PROTECTION AREA. O 1.5. MAINTAIN WATERING WITHIN THE CRITICAL ROOT ZONE FROM MID-APRIL TO MID-OCTOBER AT THE RATE OF NOT LESS THAN THE ■ EQUIVALENT OF 1-1/2"OF WATER OVER THE ENTIRE AREA PER WEEK. 1.6. DO NOT TRENCH, EXCAVATE, FILL OR OTHERWISE DISTURB THE SOIL WITHIN \ I THE CRITICAL ROOT ZONE. \ 1.7. ADJUST PROPOSED IMPROVEMENT LOCATIONS AS REQUIRED TO AVOID DAMAGING TREE ROOTS. O iR 2. PROTECT THE CROWN AND TRUNK OF TREES TO BE RETAINED ON SITE: 2.1. OPERATE EQUIPMENT IN SUCH A WAY AS TO AVOID CONTACT WITH TREE \ TRUNKS OR BRANCHES. cc 70 I 2.2. PRUNING OF PUBLIC PROPERTY TREES SHALL BE PERFORMED BY A LICENSED c9 ARBORIST. 3. ALL TREES DAMAGED OR DESTROYED DURING CONSTRUCTION SHALL BE � � � � ��,�"' REPLACED USING THE FOLLOWING CRITERIA: � � 0 Rom EXISTING TREE REPLACEMENT I"TO 6"CALIPER.........................2X CALIPER OF TREE REMOVED � -2 6"TO 12"CALIPER......................1.5X CALIPER OF TREE REMOVED co > 12"OR LARGER CALIPER.........1X CALIPER OF TREE REMOVED CM EXAMPLE IF AN 8" CALIPER TREE IS REMOVED, AN ACCEPTABLE Revisions REPLACEMENT WOULD BE(3)4"CALIPER TREES OR(4)3"CALIPER TREES. LC CD I I \ I I _ _ - - - - - - - - - - - IT 1.12 r 1.11� ®�✓'I 0 0 0 0 -G113R - G-fRRo - = I R - - - -IR - - \ 1.2 - - - - - - - � / 6 \ _ - - _ _ _ - - _ - - IR T - - - - - - - - - - - - - - - - - - - - 1.2 - - _- - - - - - _ - - � - - - - - - _ _ - 1.2 1.11 L� _ - - - - - - -IQP-- SOP= - - - - -70� - - - _ _ _ _ C t - - - -��0� - - - - - - -_ - - - \\\ - - - - - - - - - - � SDP - - �� - - =ZOP� gs E�l'G' OAS l 1.2 1.9 2.2 \��- = = = SOP= = = = = =�0 F fL ._ l \ / 1111 I 1.4 - - - - 1.4 I 1 c� - - - � - 11 III568 \ / - � - - � - - - - - 1.1 �l / � 1.6 I 04/15/2025 I - - �� - - � � \o��o OF 1.1 v I �I `4�ES W.G� U / I III I'�II E 1.10 Project No.: 123200 i Date of Issuance: 4.15.2025 Project Milestone: Permit Set I II \ II Demolition Plan - - � - - - - ail I � I East Demolition Plan-East 6°' 12°' ; 3 1m02 Horizontal Scale: 1" = 60'