Loading...
HomeMy WebLinkAbout2SEE SHEET L20'j 749.35 EX NW INV = 743.98 EX W INV = 743.98 PR SW INV = 744.08 --I y eQ TC = 748.15 6 / INV = 744.65 rn TC = 748.50'�� INV = 744.92 gP� co y 0 20' 40' SCALE: 1' = 20' Pill��na�ana�s� -Knowbelow. Call before you•g TC = 749.15 I. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ELEVATIONS IN THE FIELD PRIOR TO START OF INV = 745,18 y� CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FIELD DIMENSIONS AND ELEVATIONS DURING THE ENTIRE CONSTRUCTION SCHEDULE. IF ANY DISCREPANCIES ARE FOUND IN THESE ENGINEERING co PLANS OR LANDSCAPE PLANS FROM ACTUAL FIELD CONDITIONS, THE CONTRACTOR SHALL CONTACT THE PROJECT MANAGER IMMEDIATELY. IF ANY DISCREPANCIES FOUND ON THE SURVEY PIAN OR ACTUAL FIELD CONDITIONS, THE CONTRACTOR SHALL CONTACT THE PROJECT MANAGER IMMEDIATELY FOR INSTRUCTIONS. + , �_.' ' _ 0 2. ALL CONTRACTORS MUST TAKE PARTICULAR CARE WHEN EXCAVATING IN AND AROUND EXISTING UTILITY LINES AND EQUIPMENT. ACTUAL FIELD LOCATIONS OF ALL THE EXISTING UTILITIES ARE THE x RESPONSIBILITY OF THE CONTRACTOR AND MUST BE LOCATED EITHER BY THE REPRESENTATIVE OF THE NEW ELECTRICAL UNE ELECTRIC LOCAL UTILITY COMPANY OR BY A PRIVATE UNDERGROUND UTILITY LOCATION COMPANY PRIOR TO THE SEE ELECTRICAL SHEETS TRANSF ORMER co START OF EXCAVATING. VERIFY MINIMUM COVER REQUIREMENTS BY THE UTILITY CONTRACTOR OR '• BY DUKE CONTRACTORS, OR AGENCIES, WHICHEVER UTILITY COMPANY OR AGENCIES, THAT HAS JURISDICTION, 50 ENERGY GYL NOT TO CAUSE DAMAGE. 3. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY ALL THE UTILITY COMPANIES AND DEPARTMENT 72 THAT MAY BE M.E. 750.03 . Q PRESENT ON THESTES ALL O BEFORE CONSTRUCTION LOCATIONS,SIZE,DIEPTHS SHALL BE MADE BY THE r,. M.E. 748.62 T = 748.05 APPROPRIATE UTILITY COMPANIES OR DEPARTMENTS. WHEN EXCAVATING AROUND OR OVER EXISTING M.E. 748.78 IN = 745.63 M.Jt., 750.11 UTILITIES, THE CONTRACTOR MUST NOTIFY THE UTILITY COMPANY 50 A REPRESENTATIVE OF THE UTILITY CAN BE PRESENT DURING THE EXCAVATION TO INSTRUCT AND OBSERVE DURI THE ION. G EXCAVATION. V T = = = A TC 749.35 N INV = 745.96 s 11p�`I Co 4. HEAVY CONSTRUCTION EQUIPMENT TRAFFIC MAY CREATE PUMPING AND GENERAL DETERIORATION OF THE ,. R,35I . SNA ER SOI IF SURFACE PRETATPUTIONAR Y S ES MUST HYDRANT dVALVE TAKEN DURING HE ENTIRE CONSTRUCTION ALLEVIATE SUCH DAMAGE. -35 Y WATER U ., 6 NE A 00. Co ; o VN i . ALL CONSTRUCTION MET14ODS AND MATERIALS MUST CONFORM TO THE CURRENT STANDARDS AND W`SPECIFICATIONS OF THE FEDERAL, STATE, COUNTY, CITY, OR LOCAL REQUIREMENTS, WHIGHEVER HAS M. 750.58 i JURISDICTION. 750.68 ,� 749.54 6. THE UTILITIES INDICATED ON THESE PLANS AND ON THE SURVEY MAY NOT BE A COMPLETE INVENTORY OF ' ALL THE EXISTING UTILITIES PRESENT ON AND AROUND THIS SITE. THE LOCATION AND SIZE OF THESE e PVC DOWNSPOUT UTILITIES MAYBE APPROXIMATE. THIS INFORMATION WAS GATHERED OR SUPPLIED BYOTHERS AND USED COLLECTOR 01.0% X11 BY THE ENGINEER AND MAY NOT BE ACTUAL. THE ENGINEER SHALL NOT BE HELD LIABLE FOR ANY s' PVC DOWNSPOUT INCORRECT OR MISLEADING UTILITY INFORMATION INDICATED, IMPLIED, OR NOT INDICATED ON THESE , COLLECTOR 0 1.0% M 750. PLANS. � 2 WATER UNE M.E. 749.96 ,� 75 .44 7. It SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO BEAR ALL EXPENSES TO REMOVE, RELOCATE ® M.E. 749.92 , 4' PVC DOWNSPOUT F.F.E. 751.24' PVC DOWNSPOUT AND OR MODIFY ALL UTILITIES, PRIVATE OR PUBLIC, OR OTHERWISE, IT SHALL HE 714E RESPONSIBILITY COLLECTOR o 1.OX MIN. 750.08 COLLECTOR 0 1.OX MIN. OF THE CONTRACTOR TO VERIFY WITH EACH UTILITY COMPANY AND OR AGENT WHOM 15 RESPONSIBLE TO O REMOVE, RELOCATE, AND/OR MODIFY SUCH UTILITY EXISTING OR PROPOSED. IT FURTHER SHALL BE THE CONTRACTORS' RESPONSIBILITY TO VERIFY IF ANY FUTURE UTILITIES ARE PLANNED AND HOW IT MAY O 4' PVC DOWNSPOUT EFFECT THIS PROJECT AND IT'S OWNER AS TO THEIR FUTURE RESPONSIBILITIES. COLLECTOR 0 1.0% MIN. �i s` PVC DOWNSPOUT - 4 PVC DOWNSPOUT COLLECTOR -0 1.OX MIN. B. ALL FILL AREAS SHALL BE COMPACTED TO AT LEAST 95 PERCENT OF THE MAXIMUM DRY _. -, COLLECTOR 01.0%,10f DENSITY MODIFIED (ASTM D-1557), 0 B.W. 751.00 C: q. ALL CONSTRUCTION ACTIVITY ON T1415 SITE TO BE PERFORMED IN COMPLIANCE WITH vT.W. 751.50 6 PVC DOWNSPOUT APPLICABLE O.S.H.A. STANDARDS FOR WORKER SAFETY. B.W. 748.62 0 1.0% MI 4 PVC DOWNSPOUT .COLLECTOR N. _< COLLECTOR 0 1.0% MIN. ^ 0 10. IT SHALL BE THE RESPONSIBILITY T 0 t0 A S I ERS ' BX 748.53 LIDS, AND ACCESS PASNSUCH AA MANNER AS TO BE FLUSH WITHTHEWALK D 1.0o B.w. T.W. 752.50 E SHOO BTAKEN N r 0 DAMAGE THE UTILITY COVERS, LIDS AND ACCESS 75752.50 T.W. BX 749.84 751.50 T.W PANELS DURING CONSTRUCTION. 751.00 B.W. ® 48.53 B. . 750.97 B.W.' N . II. ALL DOWNSPOUT COLLECTORS SHALL BE A MINIMUM OF 18 BELOW PROPOSED GRADE. 750.95PVC DOWNSPOUT 751.50 X 748.21 sr9 r _ CTOR 0 1.0% MI 751.00 750.94 44'E VC DOWNSPOUT ; CTOR 0 1.ox MIN. B. 750.89 T. . 752.50 50 7 749.84 XI3I Storm Sewer �e Existing t'ng St �.r 49.84 W. 752.50 T.W. _ Existing Sanitary Sewer New SanSewer : Sanitary (Laterals aro shom Tia reference ady _ see sanitary Plop 0 No fa Locatim) Sanitary Structure Number 746.18 M.E. Existing Contour M.E.. 745.60 Existing Elevation 745.96 M.E. 000.00 Proposed Finish Grades ;. M.E. 745.70 745.28 M.E. 000.00 TC Proposed Finish Grades 000.00 GUT (TIC - Top of Casting/Curb, GUT=Gutter/Rim) 745.32 M.E. Existing Water Main rA w w - New Water Main IY W +� z 56 Wo =Q LLJ E50i W 0 MMM3 t7S I I I I 1 zoo S N N N L.Lj� M �R. 'R os �'''', No ��►srfR spy'. =� LA20700037 9 STATE OFA F V a /N(D- I DATE: 07.25.2013 THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2013) 1-70 1 .%hneider , Z< O O� < -AV �CN V m QC � Q Z n 1..� 6 z Q- Q v QLU w � Q awc � i- �LU Oz < La Q� z V� :D LCA w LL � •aC V