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HomeMy WebLinkAboutCanyon Trail Junction Grading Details c100 1 2 3 4 5 6 7 8 9 10 m a 0 PRESERVE PARK r = STACK ROCK o TWIN FALLS, IDAHO �LANDSCAPE P ARCHITECTURE a 8,MASTER PLANNING E GENERAL CONSTRUCTION NOTES 1208)345-0500 o THE FOLLOWING NOTES ARE PROVIDED TO GIVE DIRECTIONS TO THE CONTRACTOR BY THE ENGINEER OF WORK. THE CITY 4 Boise,ID 83 024 E ENGINEER'S SIGNATURE ON THESE PLANS DOES NOT CONSTITUTE APPROVAL OF ANY OF THESE NOTES AND THE CITY WILL NOT BE SITE ADDRESS: LANDSCAPE ARCHITECT: StaolcRookGroup.com 7 RESPONSIBLE FOR THEIR ENFORCEMENT. EAST 4100 NORTH AT EASTLAND ROAD STACK ROCK GROUP s TWIN FALLS, ID 83301 CONTACT: KILEY GARDINER WILLET C HOWARD,PLA 1. NASLAND ENGINEERING WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR UNAUTHORIZED CHANGES TO OR USES OF THESE OFFICE:(208)345.0500 EMAIL: i 404 S 8TH ST.#300A MURiSTAUKROUKUROU-01 o PLANS. ALL PROPOSED CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY NASLAND ENGINEERING. BOISE ID 83702 w,.,..sTACl OCKGROURCOM 2. CONTRACTOR AGREES THAT THEY SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE JOB SITE CONDITIONS BENCHMARK PHONE 208.345.0500 DURING THE N 0 REQUIREMENT CSHALL APPLY OURSE OF N ONTINUIOUSLLY AND NOT BE LIMITED ON OF THIS PROJECT DTO NORMAL WORKINGING SAFETY OF ALL HOURS, AND THAT THE ERSONS AND Y CONTRACT; THAT ORS PBOBOLT JECT BON FFIRE HY D.MARK T0 NORTH SIDE OF CIVIL ENGINEER' THE GRAPHICS AND DESIGNS SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER, ENGINEER AND GEOTECHNICAL ENGINEER HARMLESS FROM ANY AND ALL CANDLERIDGE DR. & MOUNTAIN VIEW DR. ON THIS SHEET A R E N NASLAND ENGINEERING PROJECT LOCATION DELIVERABLES THAT REMAIN / LIABILITY, REAL OR ALLEGED, IN THE CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROPERTY, EXCEPTING FOR ELEVATION = 3680.75 CONTACT: CORY SCHRACK A7 ALL TIMES PROPERTY OF o LIABILITY ARISING FROM SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. 910 MAIN STREET, SUITE 314 STACK ROCK GROUP,INC. 3. NEITHER THE CITY NOR THE ENGINEER OF WORK WILL ENFORCE SAFETY MEASURES OR REGULATIONS. THE CONTRACTOR TOPOGRAPHY SOURCE: BOISE, ID 83702 Is — — — SE OF SHALL DESIGN, CONSTRUCT, AND MAINTAIN ALL SAFETY DEVICES INCLUDING SHORING, AND SHALL BE SOLELY RESPONSIBLE PHONE 208.918.4859 r �` REPRODUCTION OR REUINED FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS, AND REGULATIONS. SURVEY COMPLETED BY EHM ENGINEERS -UT POLE LINE ROAD HERETHIS PRODUCT CONTAINED 0 4. ALL WORK SHALL CONFORM TO THE LATEST STANDARD DRAWINGS OF THE IDAHO STANDARDS FOR PUBLIC WORKS ON MAY 2018 SURVEYOR' HERE IN IS PROHIBITED WITHOUT THE WRITTEN CONSENT OF STACK ROCK CONSTRUCTION (ISPWC), CITY OF TWIN FALLS STANDARD DRAWINGS AND/OR CITY OF TWIN FALLS SPECIFICATION REVISIONS SHEET LIST EHM ENGINEERS, INC. \ G R 0 U P , I N C . h TO THE ISPWC. CONTACT: EHM®EHMIN C.COM _ ©2020 STACK C100 NOTES AND DETAILS 621 NORTH COLLEGE ROAD SUITE 100 E C� - ROCK GROUP,INC. 5. DURING CONSTRUCTION: THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSITIVE C200 GRADING AND DRAINAGE PLAN TWIN FALLS, ID 83301 �� �� III �- DRAINAGE AND PREVENT PONDING OF WATER. THEY SHALL CONTROL SURFACE WATER TO AVOID DAMAGE TO ADJOINING PHONE 208.734.4888 PROPERTIES OR TO FINISHED WORK ON THE SITE. NOT A PART 0 ti0 ` sill S.d. 6. WORK PERFORMED WITHOUT BENEFIT OF TESTING AND/OR INSPECTION SHALL BE SUBJECT TO REJECTION AND REMOVAL. ALL COST INCURRED BY THE CONTRACTOR FOR CORRECTING DEFICIENT WORK SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR `o WHO PERFORMED THE WORK. N FP 7. THE EXISTENCE AND LOCATION OF UTILITY STRUCTURES AND FACILITIES SHOWN ON THE CONSTRUCTION PLANS WERE ASPHALT CONCRETE 2.5" o OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. ATTENTION IS CALLED TO THE POSSIBLE EXISTENCE OF OTHER UTILITY -- Q 17727 FACILITIES OR STRUCTURES NOT KNOWN OR IN A LOCATION DIFFERENT FROM THAT SHOWN ON THE PLANS. THE CONTRACTOR - 12-07-2023 0 IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN ON THE PLANS AND ANY OTHER CRUSHED AGGREGATE BASE EXISTING FACILITIES OR STRUCTURES THAT MAY NOT BE SHOWN. OTg7F OF\01� '3 RV SC RP B. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES (ABOVEGROUND AND UNDERGROUND) WITHIN THE y PROJECT SITE SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT THE REVISION OF THE CONSTRUCTION PLANS IF IT IS U TURAL SUBBASE 8 FOUND THE ACTUAL LOCATIONS ARE IN CONFLICT WITH THE PROPOSED WORK. s 9. THE CONTRACTOR SHALL REMOVE AND REPLACE, TO THE SATISFACTION OF THE OWNER, ALL DESTROYED OR DAMAGED SURFACE IMPROVEMENTS WITH IMPROVEMENTS EQUAL OR SUPERIOR. ������������ c� oW 10. SUBGRADE SHALL BE INSPECTED BY THE PROJECT ENGINEER RESPONSIBLE FOR THE GEOTECHNICAL ASPECTS OF THE r PROJECT PRIOR TO INSTALLATION OF FOOTINGS OR SLABS. SITE MAP: SCALE: 1 =100, 0 11. FINAL GRADING SHALL BE INSPECTED BY THE SITE DESIGN ENGINEER. PRIOR TO OCCUPANCY, THE SITE DESIGN ENGINEER o SHALL EVALUATE ALL GRADING ACTIVITIES FOR COMPLIANCE WITH APPROVED PLANS. A SUMMARY OF THIS GRADING EVALUATION AND COMPLIANCE DETERMINATION SHALL BE SENT TO THE PDSD. ANY REVISIONS TO THE APPROVED GRADING NOTES: 4" MIN TOPSOIL, REFER E o PLAN MUST BE APPROVED BY BOTH THE SITE DESIGN ENGINEER AND THE PDSD. IF THE GRADING DIFFERS FROM WHAT WAS LANDSCAPE PLANS FOR V VEGETATION ORIGINALLY APPROVED, A REVISED GRADING PLAN SHALL BE SUBMITTED AND APPROVED BEFORE ANY MODIFIED GRADING IS 1. REFER TO ISPWC SECTION-800 AND THE "GEOTECHNICAL INVESTIGATION AND IRRIGATION INFORMATION UNDERTAKEN. PRESERVE PARK" PREPARED BY ATLAS TECHNICAL CONSULTANTS, LLC, SHEET VARIES SHEET DATED JULY 05, 2022 FOR ADDITIONAL INFORMATION AND FLOW 3-1 SLOPE F=OW BE APPROVED BY ITD, AND/OR CITY OF PRIOR TO ATION 0 12. SHALL FULL TWIN FALLS ASTREET MOBIL CLOSUREPERMITS AND PROVIDE TRAFFIC CONTROL PLANS TO INSTALLATION RECOMMENDATIONS. LIGHT DUTY ASPHALT CONCRETE PAVEMENT DETAILO /'�0�' 13. WHEN DISCREPANCIES OCCUR BETWEEN THE PLANS AND SPECIFICATIONS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER NOT TO SCALE IMMEDIATELY. 24" AMENDED SOIL LAYER 14. ALL GRADES SHOWN ON THESE PLANS WERE DESIGNED IN COMPLIANCE WITH THE 2018 INTERNATIONAL BUILDING CODE (IBC) 4" BLUE LINE �/%//�� �/%//%//%/%//%�/%�//%�/T�xL/�%�/ ������ AND THE 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN (ADA) TO ALLOW FOR CONSTRUCTION TOLERANCES. IT IS THE BORDER ���� � ���%�\�%\�% �\1� ��\✓%�3' MIN EPA RATION FROM WATER Y CONTRACTORS'RESPONSIBILITY TO FAMILIARIZE THEMSELVES WITH THESE CODES. SHOULD A DESIGN QUESTION ARISE OR A ISA SYMBOL FIELD CONDITION PRESENT ITSELF THAT IS DIFFERENT FROM THESE PLANS, WORK SHALL CEASE AND THE CIVIL ENGINEER BE 10 NOTIFIED SO THAT AN ACCEPTABLE SOLUTION CAN BE DETERMINED. THE CONTRACTOR IS ADVISED TO CAREFULLY CHECK ALL TRAFFIC WHITE "NO PARKING" Q PHASES OF WORK RELATING TO CBC AND ADA ACCESS FOR THIS PROJECT. CONSTRUCTION THAT EXCEEDS MAXIMUM OR MINIMUM DIMENSIONS AND SLOPES AS DEFINED BY IBC AND ADA ARE SUBJECT TO REJECTION AND MAY BE REQUIRED TO BE J N b'd (LETTERS TO BE A MINIMUM OF BIORETENTION BASIN DETAIL 'v REMOVED AND REPLACED AT THE CONTRACTORS SOLE COST. SINCE THE CIVIL ENGINEER OR SURVEYOR CANNOT CONTROL 12" HIGH) NOT TO SCALE w THE EXACT METHODS OR MEANS USED BY THE CONTRACTOR OR THEIR SUB-CONTRACTORS DURING CONSTRUCTION, THE CIVIL ON \ ENGINEER ASSUMES NO RESPONSIBILITY FOR THE FINAL ACCEPTANCE OF ADA-RELATED ITEMS BY THE AGENCY HAVING JURISDICTION, ANY OTHER AUTHORITY, OR OTHER AFFECTED PARTIES. �/ 0 15. CONTRACTOR SHALL BE RESPONSIBLE FOR CALCULATION OF THEIR OWN EARTHWORK QUANTITIES FOR BIDDING AND w a CONSTRUCTION PURPOSES. SOILS SHALL BE IMPORTED OR EXPORTED AS REQUIRED TO MEET THE GRADES INDICATED ON THIS oN (n J PLAN. LL 4" HATCHED DIAGONAL W c U WHITE LINES AT 36" MAX Z ON CENTER AT 45' 2 .5% MA REVISIONS MRK DATE Description s A. a O 0 9 O O N 0 TRAFFIC WHITE "NO PARKING" JOB NO: 322-009.1 � (LETTERS TO BE A MINIMUM OF N 2" H WS O 1IGH) DATE: 2/07I o � DRAWN BY, WS 36" DOES NOT PARKING CHECKED BV: CS INCLUDE THE DRAWING TITLE rn OUTLINE PAINT 8 _ o ISA SYMBOL T ADA PARKING STALL MARKING DETAILS NOTES AND nNOT TO SCALE DETAILS oa m T(208)918-4859 SHEET NUMBER Eo Nasland Civil Engineering 910 Main Street,Ste.314 Boise,ID 83702 rc °'� Consulting o o Land Planning nasland.com C100 0 z ern H 1 2 3 4 5 1 6 17 8 9 10