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HomeMy WebLinkAbout2390-1GENERAL NOTES: HUNTER'S RIDGE UTILITY STREET CROSSINGS AND IRRIGATION SLEEVING PLAN TRACT NO. 13750 PHASE IB and II ELECTRICAL, TELEPHONE AND CABLE TV 1. ALL CONDUIT SHALL BE CONSTRUCTED/INSTALLED PER THE RESPECTIVE REQUIREMENTS 2. OF THE PURVEYORS STANDARD SPECIFICATIONS AND STANDARD DRAWINGS AND DETAILS WHICH ARE PART OF THESE PLANS AND SPECIFICATIONS. 2. TRENCHING, BACKFILL AND COMPACTION SHALL BE PER "GREENBOOK STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION," LATEST EDITION. 3. IN SOME INSTANCES, CONDUITS MUST BE INSTALLED BELOW EXISTING STORM DRAIN AND/OR WATER FACILITIES. ALL OF THE CROSSINGS BELOW SAID EXISTING FACILITIES SHALL BE BACKFILLED WITH A 2 -SACK PORTLAND CEMENT SAND SLURRY MIX. 4. ALL 1.5' STREET Ud1T CONDUITS SHALL 01ClU0E THE CONDUIT RISER BEND AS Sf101Md ON UGS 175. S. THE CONTRACTOR SMALL IDENTIFY/MONUMENT THE LOCATION OF THE ENDS OF ALL CONOIATS 7. BY PLACING SURPLUS PIPE MATERIAL, WOOD POSTS OR OTHER MEANS ACCEPTABLE TO THE ENGINEER, FROM THE CONDUIT TO THE FINISH GRADE. 6. MATERIAL FOR THE CABLE N CONDUIT SHALL BE PROVIDED BY THE PURVEYOR. THE CONTRACTOR SHALL ARRANGE FOR ITS DELIVERY AND STORAGE. TRAFFIC SIGNALS 1. TRAFFIC SIGMA! CONDUIT AND PULL BOX CONSTRUCTION SHALL CONFORM TO STATE OF CALIFORNIA STANDARD SPECIFICATIONS (SECTION 86) AND STANDARD PLANS, LATEST EDITION. IRRIGATION , 1. IRRIGATION SLEEVES SHALL K P.V.C., SCHEDULE 40, DIAMETER PER PLAN. 2. TRENCHING, BACKFILL AND COMPACTION SHALL BE PER "GREENBOOK STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION," LATEST EDITION. 3. ALL JOINTS SMALL BE MADE WITH SOLVENT CEMENT MN ACCORDANCE 1MTH MANUFACTURER RECOMMENDATIONS. A WATER -TIGHT SEAL IS REQUIRED AT ALL JOINTS. 4. A 0.25" DIAMETER POLYPROPYLENE PULL ROPE, WITH MINA" BREAKING STRENGTH OF 1.10© LBS., SHALL BE LEFT IN EACH St FEVE. EACH SLEEVE SHALL BE CAPPED NTH THE PULL ROPE SECURELY ATTACHED. ?�. MINIMUM CONDUIT COVER IS 24" BELOW STREET FLOWLINE GRADE. MAXIMUM CONDUIT COVER IS 36" BELOW STREET FLOWLINE GRADE. G. MULTIPLE SLEEVES WITHIN THE SAME TRENCH SHALL BE LAID SIDE BY SIDE. 7. CONDUIT BEDDING, BACKFILL AND COMPACTION SHALL COMPLY NTH THE *STANDARD SPECIFICATIONS". & THE CONTRACTOR SHALL IDENTrFY/MONUMENT THE LOCATION OF THE ENDS OF ALL CONDUITS BY PLACING SURPLUS PIPE MATERIAL, WOOD POSTS OR OTHER MEANS ACCEPTABLE TO THE ENGINEER, FROM THE CONDUIT TO THE FINISH GRADE. 13ENCHM ARK: EL V. 1313,04. FWE 43 - RAILROAD SPIKE IN E.P. BY PP#1536663E S'LY. SIDE OF BASELINE 220' E'LY. OF CHERRY AVE. Underground Service Alert o Call: TOLL FREE 1-800 422-4133 TWO wosKir+c DAYS BEFORE YOU DIG f WOW .000 000, �►''' asow A *low'" �� .0000 �� �.000, WOOOO .0000 d0ow a001 0-0 400w domw low ''' mow'0sp Isow Ili favow 6000 1 400p dw .000 i d0ow OOOV 00000 "" WOW d0ow .000, 40*0 6-01 dopw �� � .00w dolow .000 d0aw V001 .00p .4 i `I400w f f f ' SEE SHEET 140. 6 , '� .' 01 SEE SHEET . J* 10 NO 4 J 1.00 10 If' i Af _�-- `%Y SEE SHEET NO. J it t I SEE SHEET NO. S t , t` t i i II i I � 1 ------- --------------- ----------- INDEX MAP SCALL 1-zar D "RECORD DRAWINGS" PRIVATE NOMCE TO CMTRACTORS 4 C +G N Gr 1� SUI NT AVENUE oJ� { j z Y W W U W W Z w J T OF HIGHLAND AVENUE VICINITY MAP N.T.S. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL; PERSONS AND PROPERTY: THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILTY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FORM THE SOLE NEGLIGENCE OF THE OWNER OF THE ENGINEER. UNDERGROUND UTIUTIES & STRUCTURES THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN IN THESE PLANS AND OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN, AND IS RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES. "CAUTION-. THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS." LEGEND OF SYMBOLS: R= RADIUS EQUALS NOR CAN CABLE TELEVISION CONDUIT P.U.E. PUBLIC UTILITY EASEMENT TEL TELEPHONE CONDUIT ST. LL STREET LIGHT CA STREET CENTERLINE ELEC. ORE ELECTRICAL CONDUIT TRAF. SIG. TRAFFIC SIGNAL CONDUIT Tom• TYPICAL PROPOSED UTILITY CONSTRUCTION IRR. IRRIGATION FUTURE UTILITY CONSTRUCTION, 8 �j .e