Laserfiche WebLink
a <br />NJ <br />51 <br />iq <br />F <br />STORM SEWER ALIGNMENT STAKEOUT <br />N0. <br />STA11ON <br />NORTHING <br />EASING <br />LENGTH <br />UNE/CHORD BEARING <br />LI <br />100+00.00 <br />100+14.39 <br />9/511761/ <br />96439.3923 <br />126150.7725 <br />121152.1773 <br />14.39' <br />551143'E <br />3 <br />101+14.39 <br />98439.3913 <br />12615217)] <br />4 <br />96134.0007 <br />� <br />IG+38.12 <br />963m.9ew <br />12611o.1aU <br />6123. <br />52r34'm'E <br />LJ <br />101+38.82 <br />115+41.31 <br />98381.% <br />94977.0126 <br />121116.1410 <br />12617),0265 <br />1404.19' <br />0021010 <br />INSTALL 2 COLLARDS FCR H PROTEC <br />STA 101+37 <br />INSTALL DRAM BASIN <br />RN- 1546.41 <br />916 INV. N 1643.81 (13D <br />/ INV. OUT. 154111 (15 <br />PLACE 7 ST. TO Y <br />CONCRETE PAVO9]IT <br />ALL 62 LF OF 15' STORM <br />EXISTING BUILDING <br />ALL 107 LF 00 15' STOW PPE <br />0.101 <br />11 <br />EASING 12' <br />RARER MMI <br />12.54' - <br />STA 100+21 TO SIA 100+41 <br />MOIR 21 LF. OF STONI <br />PPE (15') <br />Q: <br />5TH 101+40. 6.3' RT. <br />REMOVE 1_ OARED 20.00' <br />ENO SECTRN I { <br />STA 100+14 <br />INSTALL OWM BASIN <br />RM. 1848.10 <br />SE NV. OUT- 15.187 (15') <br />PUCE 7 53. OF Y <br />WNOEME PAVEMENT <br />POINT TABLE <br />PONT 1 <br />NORTHING <br />EASING <br />FULL DESCRIPION <br />1 <br />96370.3757 <br />12/193.2702 <br />AGGREGATE DRIVE <br />2 <br />96353.983 <br />121146.2507 <br />AGGREGATE DOVE <br />3 <br />96333.9536 <br />120146.2226 <br />A001E641E DRIVE <br />4 <br />96134.0007 <br />1261713003 <br />P.C. 20' RADIUS <br />5 <br />9031400D7 <br />1261713219 <br />R.P. 20' 342515 <br />5 <br />96314.0481 <br />1261913219 <br />P.T. 20 RAGAS <br />1850 <br />1845 <br />1�5 <br />STA: 103+74. 11.2' LT <br />CC NECT TO DOTING S101N MOM= <br />RN- 1846.22 <br />R. NV. OUT- 1844.10 (IS') <br />CONTRACTOR TO FIELD VERIFY FLOW= <br />ELEVATION NO PIK DIAMETER <br />UTILITY CROSSING. <br />STA 103+14, 14.4' LT. <br />15' STORM FL - 1844.77 <br />CONIRACIM 70 FIELD VER67 <br />RATER FL EL ANO ENSURE 18' <br />OF VERTICAL SEPARATION <br />PROTECT DOST <br />UGIT POLE <br />CON180L PONT 917 <br />STA: 103+74, 17' LT. <br />REMOVE 1- FLARED END SC1104 <br />INSTALL 2 BOLLARDS FOR 40➢RN0 PROTECTION <br />10100 <br />STA 102+43 <br />INSTALL ORAN BASIN <br />AI. 1846.46 <br />. NV. N 1043.70 (15') <br />5 NV. OUT+ 1043.70 (1r <br />PLACE l QY. OF 49 <br />CONCRETE PAVEMENT <br />STA: 101+00. 54' RT <br />REMOVE 1- RATED END SECT= <br />5D\ 101+49 TO STA: 101+90 <br />REMOVE 41 LF. 6 STUN PIPE (18') <br />POINT TABLE <br />POINT # <br />NORTHING <br />(*STING <br />FULL DESCRIPTION <br />7 <br />96012.2417 <br />1252161096 <br />P.T. 15' RADIUS <br />8 <br />06012.2730 <br />1202011099 <br />R.P. 15' 8A0105 <br />0 <br />05907.2730 <br />121203.1181 <br />P.C. 15' RADIUS <br />10 <br />95997.2384 <br />1261461309 <br />A0*E0A1E COVE <br />11 <br />05977.2382 <br />126147.8879 <br />AGGREGATE DOVE <br />12 <br />95977.2730 <br />1262011212 <br />P.C. 15' RADIUS <br />DOSING GRADE AT RPE O]NTERLNE <br />- <br />0.508 <br />-4108 <br />S <br />15' <br />STA 102+43 10 STA: 103+7 <br />STALL 130 LF OF 11' STERN PIP <br />SLOPE- 0.10 <br />STA 103+14 17.2' LT 10 163+74 ST LT <br />REMOVE 12 LF. OF 51pN RPE (15') <br />EASING 10' SANITARY <br />SERER MAN <br />STA: 103+74 <br />INSTALL DRAT! BAST <br />RN- 15.4.75 <br />N. NV. N 184151(18') <br />E NV. N 15.4.32 (15') <br />5 INV. OUT- 1843.57 (249 <br />PLAGE 7 it OF <br />CONCRETE PA1OE1T <br />0O5I144 2500 <br />SANITARY EASEMENT <br />A: 103+74 17 LT TO ST5 103+74 0.0 <br />ALL 17 LF OF 15' SLOW PPE <br />04+00 <br />STA: 103+74 TO STA: 10 <br />INSTALL 95 LF OF 24 STORM <br />PROTECT =STING 10100 <br />PROPOSED GRACE AT PPE CENTERLINE <br />0.148 0.708 <br />18' <br />-4108 <br />51* 104+66 <br />INSTALL GRAN BASIN <br />RM- 1846.57 <br />N NV. N 1643.41 (24') <br />NV. 007- 1543.47 (24') <br />PL/rx 7 S.Y. OF 7. <br />CONCRETE PAVEMENT <br />201.0' <br />STA 105+10. 54' RT. <br />00104E 1- FLARED END SECTION <br />STA: 105+10 TO STA: 105+50 <br />REMOVE 48 LF. E STOW PIPE (11') <br />0.930 <br />N- <br />S 46' <br />$CNF M RET <br />1 2 <br />2111 2 <br />27'70 <br />0.5084 / ' <br />IT <br />24' <br />-0109 <br />-4141 <br />0+i <br />1840 P' <br />$< c <br />j <br />1835 [E NEM <br />13 <br />1.4 14 ig <br />100+25 101+00 102+00 <br />33 22 a a <br />103+00 <br />r <br />Eg <br />R <br />1845 <br />1840 <br />1835 <br />104+00 105+00 105+75 <br />5 <br />REVISIONS <br />Qy <br />0 <br />J <br />w+4M NP <br />mon <br />M w1 <br />dew 1.14.44 <br />SHEET <br />W-1 <br />N..) <br />ON <br />