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HomeMy WebLinkAboutSWA000177_Plansheet 4 - Misc. Detail_20230104J SITE NOTES GENERAL NOTES: 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL TOWN OF SILER 1. THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT ALL NECESSARY PERMITS CITY STANDARDS AND SPECIFICATIONS. AND APPROVALS HAVE BEEN OBTAINED PRIOR TO CONSTRUCTION. THESE PERMITS 2. ALL DIMENSIONS AND RADII SHOWN ON PLANS ARE TO THE FACE OF SIDE -WALK AND APPROVALS MAY INCLUDE BUT ARE NOT LIMITED TO GRADING, DEMOLITION, WHERE PRESENT, OR TO THE EDGE OF PAVEMENT (WHERE NO SIDEWALK EXISTS) ZONING, BUILDING, DRIVEWAY, DETENTION, SEWER AND WATER. 3. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH PERMITS ISSUED AND APPLICABLE STATE, COUNTY AND LOCAL CODES. 2. THE CONTRACTOR SHALL COMPLY WITH ALL RULES AND REGULATIONS OF FEDERAL, STATE, COUNTY, AND LOCAL MUNICIPALITIES. 4. ALL HANDICAP ACCESS RAMPS, ACCESSIBLE PARKING SPACES, AND ROUTES SHALL COMPLY WITH THE LATEST EDITION OF THE ADA ACCESSIBILITY 3. EXISTING UTILITIES SHOWN ARE FOR THE CONTRACTOR'S CONVENIENCE ONLY. THERE GUIDELINES. MAY BE OTHER UTILITIES NOT SHOWN ON THIS PLAN; THE LANDSCAPE ARCHITECT 5. ALL SIDEWALKS SHALL HAVE A MAXIMUM CROSS SLOPE OF 2%. ASSUMES NO RESPONSIBILITY FOR THE LOCATIONS SHOWN. THE CONTRACTOR IS 6. ALL PAVEMENT STRIPING AND DIRECTIONAL ARROWS TO BE YELLOW RESPONSIBLE FOR LOCATING ALL EXISTING UTILITIES PRIOR TO COMMENCEMENT OF REFLECTIVE PAINT AND SHALL CONFORM TO NCDOT. CONSTRUCTION. CONFLICTS BETWEEN EXISTING UTILITIES AND PROPOSED 7. MINIMUM CROSS SLOPE ON ALL ASPHALT TO BE 1/4'' PER FOOT. EXCAVATION/IMPROVEMENTS SHALL BE REPORTED TO THE OWNER AND LANDSCAPE ARCHITECT OF RECORD IMMEDIATELY. 8. SIGHT TRIANGLES SHOWN ARE THE MINIMUM REQUIRED. WITHIN THE SIGHT TRIANGLES SHOWN ON THIS PLAN, NO OBSTRUCTION BETWEEN TWO (2) FEET 4. IF INTERRUPTION OF EXISTING UTILITY SERVICES IS UNAVOIDABLE, CONTRACTOR AND EIGHT (8) FEET IN HEIGHT ABOVE THE CURB LINE ELEVATION OR THE SHALL PROVIDE MINIMUM OF 48 HOUR NOTICE TO OWNER OR REPRESENTATIVE NEAREST TRAVELED WAY IF NO CURBING EXISTS. PRIOR TO INTERRUPTION OF ANY EXISTING UTILITY SERVICE. 9. NO OBSTRUCTIONS, PLANTINGS, OR FENCING SHALL BE ALLOWED WITHIN SIGHT TRIANGLES, STORM DRAINAGE EASEMENTS (SIDE) AND SANITARY SEWER 5. THE CONTRACTOR IS RESPONSIBLE FOR REPAIR AND/OR REPLACEMENT OF ANY EASEMENTS. UTILITIES DAMAGED DURING CONSTRUCTION AT HIS/HER OWN EXPENSE. 10. ALL SITE CONCRETE (SIDEWALKS, APRONS, ETC.) SHALL NOT BE LESS CONTRACTOR IS TO MAINTAIN UTILITY SERVICES, INCLUDING WATER, SANITARY THAN 4,000 PSI STRENGTH AT 28 DAYS. SEWER, STORM SEWER, NATURAL GAS, ELECTRIC AND TELEPHONE AT ALL TIMES 11. ALL SIDEWALKS & APRONS SHALL HAVE FIBER ADDED EXCEPT WHERE WWF IS SHOWN. DURING CONSTRUCTION. 12. PARKING LOT SHALL MEET 75,000 POUND LOADING REQUIREMENTS. 6. CONTRACTOR IS TO KEEP ALL PARKING AREAS, ALLEYS, DRIVEWAYS AND STREETS ADJACENT TO THE CONSTRUCTION SITE CLEAN AT ALL TIMES DURING CONSTRUCTION. LIGHTS SHALL BE BOLTED INTO THE CONCRETE SIDEWALK 2" AWAY FROM EDGES WITH 1/2'' x 3-3/4'' STRONG TIE WEDGE -ALL ANCHORS, 303 STAINLESS STEEL OR APPROVED EQUAL. -0UJ U-1 co Vil ® ® �c� • �• :'.a. r :... • _. ,f `....j • ti a.: . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ., fv:•'f.•!;i .. 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S :•• •:.':. .• • r•'X:: y'• f "• • " '.:. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . /``' 'f •" 4 �" +� " •_'r':..:,'' ` ..... 2" CONDUIT STUBBED UP 24'' WITH CAPS. LOCATIONS SHOWN ON LAYOUT P�• ""i` �''�'r :•..:"• ' PLAN. EACH STUB UP WILL BE COMPRISED OF (2) 90 DEGREE ELLS AND THE Q�Q�' Q�P�• `"��'j �`�' ' °' ............ SCHEDULE 40 GRAY CONDUIT BETWEEN THEM. FASTEN TOGETHER WITH �C.P ��� �..*•. r:f': x. r _' .. SEVERAL ZIP TIES TO REMAIN TOGETHER AND UPRIGHT. 1r•::.'<=::•;t:•.:� �� P� r • e ° w................................................................................................ 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JOINT EVERY 4.5'................................................................. SL �O� : , �. ;:', ,.' ......................................................................... r �� 's:: ':1• ' a• • '�' t2.: �••..•.••. 1 DEEP. .�• ;;..r,•••r .,..f.•=: r•: ri ? •: w ................................................................................................ .. 1' f'• 4. ' :j " .Y i • .' d; , r • fa'' • � Tensar Internaliana] Corporation . . . . . . . . . . . . . . . .. •f•7". j ;.•.'•': i :: i '. '..;"•.'•..,:r •', ry]f{ 58U �G6enriJye Drlva, Suite 2h° ., (2)#4 REBAR AS SHOWN. (2" CLEAR) ALL SIDEWALKS). TYPICAL........................................................................... t :f,.....,..::,:•::::•'! Till AtlanPhre`801TCNSAR--1 ........ r...• .':.�. j. f. •, •• •• .: ..r � it •:". i. �'•. ii '' rrxr}. tensor-ir rlernrrlram 1. rnrrr ........ :.••it fF'•.: :.f•: •�' ••�• ., �•.,..,'.• , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . �. •••i'•..•f.•'. ::.�!•.: '!' j• z • ,::.;� •.. _..� �: �•. •.1�-•.. •.,:r:..: `�: :�•,:.;;;.; :�::. :': ;•: r:.: t �� a .,a!':. f' •, . Product Specification - Biaxial Geogrid BX7200 f.1 z........................................................ �...�..� �. ..#..••,•� ''• ,:>-.:.:... 1-1 2 #7 STONE ROLLER COMPACTED. .....:'.::;.: ,.., •. ��.:; ,_ �.� •• , ;�, •• •�' , v ' • ' ' ! • V •' f,' Tensar Infemationa7 Gorporatmn reserves the nghl to change its praducl spedfrcalwns at anytime. iris the �sponsr6rlityof the sperfrerand purchaser :i a•• :! •� , f . •. ;:� " .f"4 •}';":;,•_:;: i;.:,.;.'e-t;t'� s:�:. r::r'( f?..';::, x:,.„:,�,;Y;.;: to ensrwe that prodtrcr s,pecrficalions used for resign and procuremerst purposes are current and consistent with the procucts usec in each instance- ":, K 1 h:�. �'I•"f:'^Lj.e'. ' Prod aCt Type: Integrally Formed Blaxial Geogrid Polymer. Polypropylene Load Transfer Mechanism: Positive Mechanical Interlock Primary Applications: Spectra System (Base Reinforcement, Subgrade Improvement) Product Properties Index Propertles Units MID Values' XhRU Values' 2" PVC CONDUIT 18'' COVER.° 4" DBL. SHREDDED HARDWOOD MULCH. i InIl bTbokress' mm(in) 127(005) 127`(005) Z&� SUBSOIL GRADING AND COMPACTION @ 98/° STD. PROCTOR. , Tensile Strength @2%Strains Wim(Ib1ft) G,C7 410) 9.o{t;29) COMPACTED FILL FROM GRADING 1-1/2'' NCDOT # 78 STONE COMPACTED AS SPECIFIED. ulnae 7ensith( irro'ain3 Minn R) 11.8 9.2(l.10) t90(1340) • ultimate Tensile SfrengHta kHlm flbllt) 19.2 {1,310) 20.8 (1,970) TO 98% STD. PROCTOR. etruccyrallntegrity 6" NCDOT AGGREGATE BASE COURSE. COMPACTED AS SPECIFIED. Aperturesffldiencya % 93 Jun In E Flexural Stiffness' mg•cm 750.000 12'' WIDE x 8" THICK TURNED DOWN EDGE. DECREASING TO 4" THICK, 18'' IN FROM EDGE. GEOGRID: TENSAR BIAXIAL GEOGRID BX1200 OR ENGINEER APPROVED EQUAL tabiliiy� m-Nldeg °`°5 Durability . • Resistance to Installation Damage %SC I %SW 1 %GP 05 / 937 90 • Resistance to Lang Term Degradation' fill too Resistance to IJV Pr'gradatlnn° °ro 100 PARKING CROSS SECTION DETAIL Dimensions andDelivery The biaxial geogrid shall be delivered to the i its ire roll form with each roll individually identified and nominally measuring 3.0 meters (s.a lest) ar 4.0 meters (1s.1 feet} in width and 50 4 meters (164 last) in length. Atypical truckload quantity is 100 to 216 roller Notes N 0 } L } LD scale. 1 Unless indicated othp ise, values showare mini mumaverage roll values determined in accordance with ASTM d4759-02 Brief descriptions of edures are iven n in the fadlowingrotes- 2. Nominal dimansicns. 3.True resistance ro elongation when initially subjecled to a load determined in accerdar ith ASTM b6s37-ut without deforming test materials under load before measuring such resistance er erriplaying "secant" or "offset• tangent melhods of measurement se as to overstate tensile properties. 4. Load transfer capability determined in accordance with GRI-G02-05 and expressed as a paresntaga of ultimate tensile strength. 5. Resistance to bonding force determined in accordance with ASTM D5732-01, using specimens of width two ribs wide, with transverse ribs cut flush with exterior edges of longitudinal ribs (as a ",adder"), and of length sufficiently Jong to enable measurement of the overhang dimension, The overall Flexural Stiffness is calculated as the square root of the product ell and XM❑ Flexural Stiffness values, S. Resistance to in -plane rotational movement measured 6y applying a 20 kg -cm (2 m-N) moment to the central junction of a 9 inch x 9 inch specimen restrained at its perimeter in accordance with U_S. Army Corps or Engineers Methodology far measuremenl of Torsional Rigidity. 7. Resistanoe tc loss of load capacity or structural integrity when subjected to mechanical insla9lation stress in clayey sand (SC), well graded sand (SVt), and crushed stone classified as poorly graded gravel (GP? . The geogdd shall be sampled In accordance with ASTM U5818-D6 and load capacity shall he determined in accordance with ASTM 136637-01- 6. Resistance to loss of load capacity or structural integrity when subjacted to chemically aggressive envircitmenta in accordance with GPA ROM immersion testing, g. Resistance to loss of lead capacity or structural integrity when subjected to 5C0 hours of ultraviolet light and aggressive weathering in accordance with ASTM D4355-05. 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