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Home My WebLink AboutC1.01_Demolition Plan West I II III \� t Notes:Sheet o es: 1. ALL CONSTRUCTION WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT Q \ \ IRR _ VERSION OF THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC), O \ II I \ I - - _ , THE CITY OF MERIDIAN SUPPLMENTAL SPECIFICATIONS TO THE ISPWC (AND ANY N w � � _ / Ir ADDENDUMS), MERIDIAN DESIGN STANDARDS,THE REQUIREMENTS OF THE ADA X -xL i_�_ __X , COUNTY HIGHWAY DISTRICT (ACHD), AND/OR THE REQUIREMENTS OF THE IDAHO TRANSPORATION DEPARTMENT(ITD).THE MORE STRINGENT OF ANY OF THESE IRR G MR - - GtRR - - - - - 6 RF;-- - - IRR STANDARDS SHALL BE THE CONTROLLING STANDARDS OR SPECIFICATIONS. _ _ _ 1.2 END 2.1 2. CONTRACTOR TO FIELD VERIFY ALL EXISTING CURB &GUTTER, STORM DRAIN, _ - 2541 - 542-_- - - -_-_-_-_-_-_ -_- ___-_- - -_-_-_- -_- - - - _ _- - _ _ _ e TM i IRRC �R E - - - - - - =2542 - - _ __ - - - ___ - - - -G+R - IRR - - -_ = - - - - - � - - - �E- - _ _ TOE - TOE r� - _ _ CHANNEL CROSSINGS, AND SEWER ELEVATIONS OR INVERTS PRIOR TO wv _ - - - 0� _ - - - - - - - - -- _ - - -- -_ - - - - - - - CONSTRUCTION AND NOTIFY ENGINEER WHEN ELEVATIONS OR INVERTS DO NOT Er _ - T I _ EP - - - - EP EP -€P T MATCH PLANS. - - - - 12"W - - - 12"W 12"W 12"W 12"W - - 12VV - - 12"W -�2 W- 12"W 2"W E 12"W 2543 - - 3.- =--2544 - - - - - - - � - �2545- - - - _ =2546= THE LOCATIONS OF UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE GB GB GB - - I I EP -FP PIP Fp FIP- - - - - - _ _ WAY ONLY. THE CONTRACTOR SHALL COMPLY WITH IDAHO CODE, CHAPTER 2 - - R/W - - MB PIP MB TITLE 55 REGARDING UNDERGROUND FACILITIES DAMAGE PREVENTION. THE OHP OHP IRR R - - - R/W- - - / /IAL- - - - R/W _ 1 7 R/W - -_ =R7W=__ - - - - R/W - - - R/W R/W - - - - R/W _ �/lAE=___Rt1= _ - _ - - _ __ _ - _ - - j - - -R�- - _- /W_ CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF EXISTING UTILITIES - - - - - a - - - - - - - - - - - - J - - - - - - - - - - - - - _ - - - - - - - -_- - - - 1.7 -_ IRR IR =� BEFORE COMMENCING WORK. THE CONTRACTOR AGREES TO BE FULLY OFfP- - - - - 0� RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED AS A _ J� - - - - - c� 2 THE CONTRACTOR SHALL CONTACT THE APPROPRIATE UTILITY COMPANIES OR II/ - 2.1 BEGIN { - - - - - - - - - - - - - DIG-LINE (208.342.1585) FOR EXACT LOCATIONS A MINIMUM OF 48 HOURS PRIOR I I Ili i - - - - - - - - - - - -/ - - - - - -- - - � 4 END - _ TO DIGGING. r•- IRR I 3 I \\ / 5 4. ABANDONED BUILDINGS,TEST PITS, OR WATERWAYS SHALL BE RE-EXCAVATED TO o I , NATIVE SOIL AND BACKFILLED WITH STRUCTURAL FILL PER THE REQUIREMENTS OF END 2 1 THE PROJECT GEOTECHNICAL REPORT AND GEOTECHNICAL ENGINEER. 5 2.6 E" 2.5 5. EXPECT WATER TO BE PRESENT IN EXCAVATIONS GREATER THAN 3 FEET. J / 3 / 3 BEGIN 2.1 4 BEGIN 2•1 CONTRACTOR SHALL OBTAIN APPROVED DEWATERING PLAN FROM SETTLERS IRRIGATION DISTRICT PRIOR TO CONSTRUCTION. MB 2.5 /, 2.5 6. EXCEPT WHERE NECESSARY FOR INSTALLATION OF PIPE OR STRUCTURES, EXISTING CANALS AND SHALL BE PRESERVED. BACKFILL AND REMOVAL OF THE EXISTING LEMP CANAL SHALL BE PERFORMED BASED ON THESE PLANS. co v�I I 3 / I � El- 7. CONTRACTOR SHALL SCHEDULE A PRE-CONSTRUCTION MEETING WITH SETTLERS N'I\ I o \� IRRIGATION DISTRICT, NAMPA&MERIDIAN IRRIGATION DISTRICT,AND ADA COUNTY HIGHWAY DISTRICT. THE PRE-CONSTRUCTION MEETING SHALL BE HELD PRIOR TO THE COMMENCEMENT OF ANY WORK. 2.5 8. CONFIRM ALL EXISTING UTILITY ELEVATIONS PRIOR TO CONSTRUCTION. NOTIFY ENGINEER IMMEDIATELY OF ANY DISCREPANCIES. 2.7 I I IC) II I I \ � �\ , 26 Demolition Legend: REMOVE AND DISPOSE OF 1 7 I I �^ ^' �/ REMOVE AND DISPOSE OF CV LANDSCAPE AND IRRIGATION Cn `J `�`�{' / \ HARDSCAPE OFF-SITE. , EQUIPMENT OFF-SITE. I I 1 1.3 `ti �`�� .7 I I I I 1 i I ICI II I V -VA 1 / 2.4 \� REMOVE AND DISPOSE OF BACKFILL OPEN CHANNEL. I I I I I \ \ o GRAVEL OFFSITE. - SEE SHEET NOTE 4. o \�- o 2545AND P EXISTIING TREE OINSTALL REMOVE AND SALVAGE CI + /I/I I o III I _ - / � \\ \\ PROTECTIVE FENCE AROUND USE IN AMENITY AREAS. EXISTING TREE FOR FUTURE TREE. I T � I �IRR R I \�\ A I I \ \ � APPROXIMATE LINE OF _ _ _ _ SAW CUT- PROVIDE 1 2 / \ I \� \ NEAT SAW CUT LINE OF 1.11 I o I / 1.2 \ I \�� DEMOLITION LIMITS. � �, � - � - � �\�� ASPHALT ANDCONCRETE \ 3 $"SS S - I o y o o �� v �� v � Keynotes: CL 2S47, / ' 2.3 END \ \ \ \\ 1. RETAIN AND PROTECT IR RI 1.3 3 \ - , 1.1. ELECTRICAL UTILITY AND ASSOCIATED APPURTENANCES. ' I / 2.3 BEGIN \ \ \ 1.2. EXISTING WATER UTILITY AND ASSOCIATED APPURTENANCES. \ I I I I \ \ \\ \ 1.3. EXISTING SANITARY SEWER UTILITY AND ASSOCIATED APPURTENANCES. �` -�� \ 1.4. EXISTING HARDSCAPE. 1.5. EXISTING TRANSFORMER &TRANSFORMER PAD. I\ I II I I I I \ \ \\ 1.6. EXISTING CURB AND GUTTER,VERTICAL CURB AND/OR MOW CURB. \ �� \ 1.7. EXISTING OVERHEAD POWER. �� \ \ 1.8. EXISTING STORM DRAIN UTILITY AND ASSOCIATED APPURTENANCES. 1.9. EXISTING NATURAL GAS UTILITY AND ASSOCIATED APPURTENANCES. 1.10. EXISTING TELECOMMUNICATIONS UTILITY AND ASSOCIATED APPURTENANCES. 1.11. EXISTING GRAVITY IRRIGATION UTILITY AND ASSOCIATED APPURTENANCES. 1.12. EXISTING FENCE. 1.13. PRESSURE IRRIGATION UTILITIES AND ASSOCIATED APPURTENANCES. 2. REMOVE AND DISPOSE OF: 1.7 I \ � , 2.1. EXISTING WATER UTILITY AND ASSOCIATED APPURTENANCES.All WELLS MUST BE PROPERLY ABANDONED ACCORDING TO IDAHO WELL CONSTRUCTION STANDARD RULES ADMINISTERED BY THE IDAHO DEPARTMENT OF WATER RESOURCES. o I 3 / / \ \ 3 2.2. EXISTING SIGN. 1 �I i 2.3. EXISTING SANITARY SEWER UTILITY AND ASSOCIATED APPURTENANCES 2.4. EXISTING IRRIGATION UTILITY AND ASSOCIATED APPURTENANCES. 2.5. EXISTING ELECTRICAL UTILITY AND ASSOCIATED APPURTENANCES. / �\ � I I �� I I � \�=�� 'I 2.6. EXISTING BUILDING AND ASSOCIATED APPURTENANCES. 2.7. EXISTING PROPANE TANK AND ASSOCIATED APPURTENANCES. r 2.8. EXISTING WATER METER. 2.9. EXISTING BUILDING AND ASSOCIATED APPURTENANCES. tC2 3. ALL TEST PIT AREAS SHALL BE EXCAVATED OUT AND BACKFILLED PER SHEET NOTE 4. 4. ABANDON WATER UTILITY IN PLACE UNDER TREE. \ R I 5. REMOVE AND SALVAGE TREE FOR FUTURE USE IN AMENITY AREAS. COORDINATE WITH LANDSCAPE ARCHITECT PRIOR TO REMOVAL. Cc Tree Protection Notes: S 1. PROTECT THE CRITICAL ROOT ZONE OF THE TREES TO BE RETAINED ON SITE: (NOTE: T CRITICAL ROOT ZONE IS THE AREA DIRECTLY BELOW THE DRIP LINE OF THE TREE.) 1 1 2 3 I \ - � 3 1.1. CONSTRUCT PROTECTIVE FENCING OF CHAIN-LINK AROUND THE CRITICAL ROOT ZONE PRIOR TO DEMOLITION OR CONSTRUCTION. 1.2. DO NOT ALLOW COMPACTION BY EQUIPMENT TRAFFIC DURING MB I I II S - CONSTRUCTION OR DURING DEMOLITION. O 1.3. DO NOT ALLOW CEMENT TRUCKS TO RINSE WITHIN THE PROTECTION AREA, ■ N I II \ \ 7 ANYWHERE THAT TREE ROOTS EXIST OR IN PLANNED PLANTING BEDS. y y, I III I I \ 1 \ _ 1.4. DO NOT STOCKPILE MATERIALS, DEBRIS OR DIRT WITHIN THE TREE ■ o 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. \ - - - - - - -2542- \\ \ \�=�\ 1.6. DO NOT TRENCH, EXCAVATE, FILL OR OTHERWISE DISTURB THE SOIL WITHIN III I I I \ \ \ THE CRITICAL ROOT ZONE. 1.7. ADJUST PROPOSED IMPROVEMENT LOCATIONS AS REQUIRED TO AVOID - 2541 \ \ I �c�, � \ DAMAGING TREE ROOTS. O 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 2540 \ I \ -S\ TRUNKS OR BRANCHES. cc 70 � _ A I 2.2. PRUNING OF PUBLIC PROPERTY TREES SHALL BE PERFORMED BY A LICENSED c9 III I I I I �s � V ARBORIST. cc MC-0 l / I �1= 3. ALL TREES DAMAGED OR DESTROYED DURING CONSTRUCTION SHALL BE o - REPLACED USING THE FOLLOWING CRITERIA: 2i cc 0 I I � I III III � I EXISTING TREE REPLACEMENT C_ I"TO 6"CALIPER.........................2X CALIPER OF TREE REMOVED Cc / I / 6"TO 12"CALIPER......................1.5X CALIPER OF TREE REMOVED Cc Cy)IRR > 12"OR LARGER CALIPER.........1X CALIPER OF TREE REMOVED f EXAMPLE: IF AN 8" CALIPER TREE IS REMOVED, AN ACCEPTABLE Revisions 1 �- N I I III / �\ - \ REPLACEMENT WOULD BE(3)4"CALIPER TREES OR(4)3"CALIPER TREES. zo � III /I\ 11 17 ,° I 1.3 II �LUI i o� II I �2542 = - -- -�- - - - - - _- - -- - - --=---- --- - - /---- -- - - --- --- - - - -�/ - -- - 1.11 / 2.2 1.11 I 0 0 - - - - - - - - -_ ____ - - - - - - - - - - - - _ - __ - - - - __ - - - - - - -- - - -- - - -- - - - - - - - - - - - - - ��,�� I IRoSilgR o o - c o -_ - - - - - _ -�IRR � - - _ �tRR _ - IR - 1.11 �i� - - - - - �- \ .� - _ 1.11 i �� _ \ SLID 1.11 1.11 1.11 I _-� o 1.1 1.12 1.11 1.11 1.2 T�_ l �m 1.12 1.6 11 __-- €- - - rvZON ALco Lti'N - - � � \ 1.4 1.4 ' 568 04/15/2025 I l ��TF OF V'D 1.1 1.5 ES Mr. G E I I 10 Project No.: 123200 Date of Issuance: 4.15.2025 Project Milestone: Permit Set III , 11 I x Demolition Plan west Demolition Plan-West 6°' ,2°' ;g 1 .01 Horizontal Scale: 1" = 60'