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HomeMy WebLinkAboutC1.1_Demolition Plan l SHEET LEGEND o I III Po PRESERVE AND PROTECT PRESERVE AND PROTECT PRESERVE AND PROTECT T P S\ANAL f EXISTING STREET LIGHT EXISTING STREET LIGHT EXISTING STREET LIGHT PROJECT AREA DEMOLITION j F P EXISTING VANDEYPROUTECTTER AND P Q c, M� PRESERVE AND PROTECT PRESERVE AND PROTECT 3 REMOVE EXISTING HEADWALL o EXISTING VEGETATION CURBING EXISTING VEGETATION — — — — — — SAWCUT LINE 119 AND DECOMMISSION 24" GI PIPE I _ _W w w w w w o w PRESERVE AND PROTECT J, 07/18/23 p cm EXISTING IRRIGATION MAIN �9 iR KM STANDARD DEMO NOTES � lF OF SOP —18" 18" D 18"S 18"SD 18"SD 18"SD "SD 18"SD —18"SD— -18"SD— '9T © PRESERVE AND PROTECT 1. COORDINATE ANY GRAVITY IRRIGATION DITCH AND THEW S. EXISTING CURB AND GUTTER STRUCTURE REMOVAL WITH LOCAL IRRIGATION DISTRICT F �® Fo Fo o Fo Fo o Fo F Fo o F Fo PRIOR TO COMMENCING CONSTRUCTION. O 24"GI 24"Gi 'GI „ i TOF R 2. COORDINATE ANY GAS LINE AND STRUCTURE REMOVAL v V AND PROTECT15.00' POWER LINE EASEMENT _ _ _ _� "4 _ _ _��•Q—_ WITH LOCAL GAS COMPANIES PRIOR TO COMMENCING EXISTING TRANSMISSION POLE PER INST. No. 94111973 \ \ CONSTRUCTION. PRESERVE AND PROTECT TOE _m__M wv 8"W 3. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE m EXISTING OVERHEAD AND 10.00' IRRIGATION EASEMENT SPECIFICATIONS AND/OR REQUIREMENTS OF THE CITY OF UNDERGROUND UTILITY LINES I I PER INST. No. 95023730 — — — — I PRESERVE AND PROTECT I MERIDIAN, THE CURRENT EDITION OF THE IDAHO EXISTING FIBER OPTIC LINE of a "ZLt STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC) m cn AND THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY. < m 00 SAWCUT MINIMUM OF 2' INTO o h I I� NO EXCEPTIONS WILL BE ALLOWED UNLESS SPECIFICALLY o � � EXISTING PAVEMENT AND PREVIOUSLY APPROVED IN WRITING BY ALL ^ IIIIII I I �06 PRESERVE AND PROTECT APPROPRIATE ENTITIES. EXISTING CURB AND GUTTER PRESERVE AND PROTECT EXISTING WATER MAIN c) toE �y 30 I 4. THE LOCATION OF EXISTING UTILITIES ARE SHOWN IN AN 1 wo o �I 1, APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL COMPLY ° ~ PRESERVE AND PROTECT WITH IDAHO CODE, CHAPTER 22, TITLE 55 REGARDING °P EXISTING IRRIGATION MAIN UNDERGROUND FACILITIES DAMAGE PREVENTION. THE Top P o I d CONTRACTOR SHALL CONTACT THE APPROPRIATE UTILITY o 3°L IT COMPANIES OR DIGLINE (1-800-342-1585) FOR EXACT N W W I TOA I I I LOCATION A MINIMUM OF 48 HOURS PRIOR TO DIGGING. cn w zLn rDE °P 0. I 5. UTILITIES ON THIS PLAN ARE BASED UPON A SURVEY O z �' I y I I CONDUCTED BY KM ENGINEERING, RECORD DRAWINGS, AND N o �oF o •� I FACILITY MAPS. KM ENGINEERING MAKES NO GUARANTEE o m E I II THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL w O REMOVE EXISTING IRRIGATION UTILITIES IN THE AREA, EITHER IN SERVICE OR } z 1 + I STRUCTURE AND PIPES I �— ABANDONED. FURTHER, KM ENGINEERING DOES NOT z PRESERVE AND PROTECT a :ice;': EXISTING UTILITY POLE I II WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE Q Iao a ";: I Imo— IN THE EXACT LOCATION INDICATED AND HAS NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITIES. THE ,p I� CONTRACTOR SHALL TAKE EVERY PRECAUTION TO T - I II PRESERVE AND PROTECT EXISTING FACILITIES NOT w I I SCHEDULED FOR REMOVAL AND COORDINATE WITH THE oI o I � o ®® I Imo— PROJECT ENGINEER IF UNEXPECTED FACILITIES ARE m I ENCOUNTERED. 0 I I N E5 ®® "SD w o � - I 6. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING G V) N I DEMOLITION WITH THE APPROPRIATE PHASE OFID o N 15.00' POWER LINE EASEMENT �'' a I IC CONSTRUCTION. z PRESERVE AND PROTECT EXISTING " PER INST. No. 941 11972 w o GAS MAIN AND SERVICES " I \� L — 7. ALL DEMOLISHED DEBRIS MUST BE COMPLETELY REMOVED � o � CO.` I FROM THE SITE. REMOVAL OF EXISTING CONSTRUCTION o I z a © I DEBRIS MUST CONTINUE TO EXPOSE NATIVE, UNDISTURBED Q -I C) I GRANULAR SOILS. SUITABLE NATIVE SOILS INCLUDE GW, m ` I m Z a I GP, GM, SW, SP, SM IN ACCORDANCE WITH THE UNIFIED --I 0 I o - o I WV � SOIL CLASSIFICATION SYSTEM (USCS). CONTRACTOR SHALL Q I o w ;::` I COMPLY WITH ALL RECOMMENDED CONSTRUCTION w r7 o a I "" M g CONSIDERATIONS, AS CONTAINED IN THE PROJECT _--- ";: — GEOTECHNICAL ENGINEERING REPORT, PREPARED BY r MATERIALS TESTING AND INSPECTION, INC. ~ 0- I� 8. AFTER REMOVAL OF ALL DEBRIS, THE EXPOSED, EXCAVATED AREA SHALL BE INSPECTED BY THE o I O I �— MATERIALS TESTING & INSPECTION CONSULTANT TO II VERIFY SUITABILITY OF SUBGRADE FOR PLACEMENT OF _ ____ ___ I I STRUCTURAL FILL. THE EXPOSED SUBGRADE MUST BE IN ___ --- --- - --w �— A COMPACT, FIRM AND STABLE CONDITION PRIOR TO FILL Top I I IL` PLACEMENT. THIS WILL BE CONFIRMED BY PROOF-ROLLING a I THE SUBGRADE IN A MANNER ACCEPTABLE TO THE PRESERVE AND PROTECT EXISTING " � ��u'.; GAS MAIN AND SERVICES TESTING AND INSPECTION CONSULTANT. 0 v I o 0 3o m I I II 9. CONTRACTOR SHALL BE RESPONSIBLE FOR DISPOSING OF ALL DEMOLISHED MATERIALS AT AN APPROVED OFF-SITE I I I LOCATION. THE CONTRACTOR SHALL ASSUME I O ji I I�— RESPONSIBILITY FOR THESE MATERIALS AFTER REMOVAL \ I I II FROM THE SITE. Z (/') c I I o I I I 10. CONTRACTOR IS RESPONSIBLE FOR SECURING AND PAYING O �f FOR ALL PERMITS REQUIRED BY ANY POLITICAL J o II SUBDIVISION OR AGENCY. _c 910.00' IRRIGATION EASEMENT m PER INST. No. 98024088 11. CONTRACTOR SHALL BE REQUIRED TO PROVIDE A WATER — MIS REMOVE EXISTING TREE ABANDON EXISTING WATER v I TRUCK, AS NECESSARY, FOR DUST ABATEMENT DURING Q Z PRESERVE AND PROTECT I METER AND SERVICE. DEMOLITION AND REMOVAL OPERATIONS. m W z EXISTING UTILITY POLE I � Q v I v I 12. CONTRACTOR SHALL CONDUCT CONSTRUCTION OPERATIONS _ Q TO PREVENT ANY SOIL OR OBJECTIONABLE MATERIAL ci I I I�`� RUNOFF FROM LEAVING THE SITE, OR ENTERING THE W m_ PRESERVE AND PROTECT ;,: PRESERVE AND PROTECT EXISTING WATER MAIN I i I I I PUBLIC RIGHTS-OF-WAY. Z z m EXISTING OVERHEAD AND— _0 ° 0 I 13. CONTRACTOR SHALL REMOVE ORGANIC OR DISTURBED UNDERGROUND UTILITY LINES Q PRESERVE AND PROTECT I I �L SOILS WITHIN CLEARING LIMITS SHOWN ON THE O J c�I EXISTING MANHOLE AND MAIN w I CONSTRUCTION PLANS, AND WASTED OR STOCKPILED FOR O o PRESERVE AND PROTECT h LATER USE. ADDITIONAL DEPTHS MAY BE NECESSARY TO c, c �\ \\ Ouj `r ' EXISTING IRRIGATION MAIN i OBTAIN SUITABLE SUBGRADE MATERIALS AS DETERMINED W �� = I _ BY THE GEOTECHNICAL CONSULTANT. C w PRESERVE AND PROTECT \ c EXISTING IRRIGATION STRUCTURE 14. CONTRACTOR SHALL CLEAR AND GRUB ALL EXISTING d01 ` \ �<v�� o`� UNSUITABLE TOPSOIL AND VEGETATION WHERE J m I " Apr -� -- - ��v o a o': I I I I STRUCTURAL FILL IS TO BE PLACED. CONTRACTOR SHALL Z Q t I \ dol �� \ yo��=°* ��7 STOCKPILE MATERIAL IN DESIGNATED ON-SITE SPOIL PILE O I I LOCATION FOR LANDSCAPING. MATERIAL IN EXCESS OF -)- PRESERVE AND PROTECT I I�---J W o�. � I THE LANDSCAPING NEEDS SHALL BE DISPOSED OF IN AN oo`� = EXISTING WATER MAIN. SEE I� APPROVED OFF-SITE LOCATION. (/') Z u REMOVE EXISTING c� \\�� col 1 12 "s \ �\\ Q�v� SHEET C6.1 FOR CONNECTION. a 11-`t W ((Wnn SIDEWALK top ci w I „sD I v / PRESERVE AND PROTECT EXISTING " a.� top ���\ \ `� o PRESERVE AND PROTECT I STREET LIGHT I I �� �` EXISTING MANHOLE AND MAIN 2 \ PRESERVE AND PROTECT FOR RELOCATION \ SEE SHEET C5.1 FOR EXISTING WATER MAIN CONNECTION. E. LESLIE DR. PRESERVE AND PROTECT \ t �� EXISTING SIDEWALK t of ci dpl \ to PRESERVE AND PROTECT e;1 W of top �\ EXISTING MANHOLE AND MAINgJ ils- 1 2"S P_ PRESERVE AND PROTECT v� �2"s PRESERVE AND PROTECT FA PRESERVE AND PROTECT I � EXISTING GRAVITY PIPE , EXISTING MANHOLE AND MAIN I / \t ` F ci W EXISTING IRRIGATION MAIN. I I I op \ d SEE SHEET C6.1 FOR a T top ci �2's w CONNECTION. 'LT' C —IT C d: OE 12 ' m --P 1 .. t "s '.a;.-.• PRESERVE AND PROTECT PRESERVE AND PROTECT c Z W W a SEE ITD IMPROVEMENT PLANS EXISTING WATER MAIN I �� 12's EXISTING IRRIGATION STRUCTURE N FOR N. EAGLE RD I IMPROVEMENTS I I \\\ \ I ��, W Z o I I ePK I W 2 __1 \ _ PRESERG Co VE AND PROTECT EXISTING CURB AND GUTTER rn Y I N HORIZONTAL CURB CUT THROUGH NEW ACCESS �\I\ G I I I ROAD WITH 5' TAPER TO 0 EXISTING TOP OF CURB a I I I I I PRESERVE AND PROTECT \� \\ `2- o I tea. I I I PRESERVE AND PROTECT EXISTING GRAVITY PIPE ci '2S \\ \\ E N G I N E E R I N G d I I I EXISTING GRAVITY PIPE \ \ 5725 NORTH DISCOVERY WAY BOISE, IDAHO 83713 PHONE(208)639-6939 N I I I �i \ \ kmengllp.com � I DESIGN BY: KWK PRESERVE AND PROTECT DRAWN BY: KWK PRESERVE AND PROTECT EXISTING CURB AND GUTTER CHECKED BY: MSD r^ a I I I�� I ti I I I EXISTING IRRIGATION STRUCTURE o I I \i �� DATE: MARCH,2023 z DEMOLITION PLAN ; ; d9 PROJECT: 23021 SHEET NO. 0 30 60 90 Plan Scale: 1" = 30' I I I C1. 1 N \ d