1001 14TH ST 2024-03-01 - Laserfiche WebLink

G2.01 _ _ 1 _ _ _ _ _ _ _ _ _ _ _ _ _ 3 IG G2.01 L y111 MATCHLINE I I I I W I MATCHLINE DATUM: I I I I Q = a HORIZONTAL: NAD 83/91 WSPC NORTH ZONE. U.S. SURVEY FEET. CONSTRAINED TO CITY OF EVERETT VALUES. a CD VERTICAL: MEAN LOWER LOW WATER (MLLW). CONSTRAINED TO DEA #3009. (EVT E009) AS BEING 17.083. I I P191 I OTHER VERTICAL NOTES: DEA #3009 MLLW=17.083. x SAME POINT AS PUBLISHED BY CITY OF EVERETT E009=14.78 NAVD88. I I o o DIFFERENCE BETWEEN MLLW AND NAVD 88 IS 2.30' W SO TAKE MLLW AND SUBTRACT 2.30 FEET TO GET TO NAVD88. I I cal 3 \ NOTES: n ICI 1. TOPOGRAPHIC SURVEY FROM DEA 2015 PROJECT SURVEY. I 2. PORTIONS OF THIS PROJECT SURVEY ARE INCOMPLETE AND/OR NO N EL�44.78 LONGER REPRESENTATIVE OF THE EXISTING SITE CONDITIONS. 3. CONDITIONS DEPICTED ON THE FOLLOWING SHEETS AREA I x EL. 3s.1s COMBINATION OF THE FOLLOWING SOURCES: 3.1. 2015 DEA PROJECT SURVEY G�p°� ") 3( x EM EL 45.25 P 1 S 3.2. DRAWINGS FISHERMAN'S HARBOR UPLAND INFRASTRUCTURE DESIGN 3.3. SE MILLWRIGHT LOOP AND OPEN SPACES DESIGN DRAWINGS 3.4. SITE INVESTIGATION. 5 SER�� XE ME� 4 X EL 42.37 x OONN 6 3 44.00 I o x x x- �.� ggMM 1155 / W p -"VC �5 PSQNP �OP1H3.6.8 I3 I I �/ GRPVE� it � cso - VC cso 1 1 cso cso w I ,'cso PS° I S IBL so so�c^so so so WV G G c c G c c c c 6 G ° Nc I �� 5 g 6 P S P �' IE P31�5-38"'PVC (S� � LIGHT EL. 43.74 I EL. 39.52 0 16 c{Q NEL. 53.44 I I EX ,� P I\ EL 4B.54 EL. 48.95 EL. 45.65 EL 53.48 EL 5170 EL EL651.73 EL. 48.26 EL. 48.87 El. 49.06 El. 53.39 I 55 ss ss ��s ss 55 ss S 5 5 - GE s 5s - OE s5 ss SSMM EL. 51.89 -OE -OE - -0E- -0 E - OEOESSEOE- a �P)5 58 -�-SS-CE- - -OF- - -°E - -0E- - _ - of - x _ x x- ° FFF _ L 12.4 - - OE - - - 0 - OE - -0E- OE - - DE - - 0 OE 5D EL. 52.07 - OE - E p H 0 LD EL 53.59 EL. 49.00 x x x fi CLF x x x x xx CLF xx xx- EL 51s3 L. 48.os EL. 53.56 DEL. 53.47� P. 1rj EL. 48.87 / EL. 41.17 g 4 EL. 52.23 EL. 51.82 EL. -53.32 I 1D. \ ,ESN 5 5 O wV z I 12-48,PVC (N,E) Q w w w w w �w w 20' DIA DRIPLINE w ww w o I 8" DEC. TREE / LIGHT EL 39.55 Y i tp' DID I INE EP CC�gg cp 6 DE () FUEL V x } 16 Y Y N \0 - a x SD O J O _� W E 7 ppIIqq pp®��ppLLIINNI-(W) x� CEDARRTREE W l LO 0 6 N TOP LIGHT POLE B VENT EL. 39.23 o TOP LI T P E CCCW �ULT VAo�ER E5 FUEL L. 38.5 w y I Z y I p U � CV Q C° x MATCHLINE _ 1 G2.03 PLAN a n SCALE IN FEET IF THIS DRAWING IS NOT 22"x34" SCALE ACCORDINGLY. 20 0 20 40 RECORD DRAWINGS N PROJECT ENGINEER: sGPORT OF EVERETT DWG. No. PND ENGINEERS, INC. IS NOT RESPONSIBLE FOR SAFETY J. KESER NOTED G2.02 PROGRAMS, METHODS OR PROCEDURES OF OPERATION, OR THE z CONSTRUCTION OF THE DESIGN SHOWN ON THESE DRAWINGS. DESIGNED BY: DATE: y Port O� 3140 a"slake A�er,�eE WHERE SPECIFICATIONS ARE GENERAL OR NOT CALLED OUT, C. WIEST JULY 2022 MILLWRIGHT LOOP ROADS CIP N0. ® ® ® Seam,,wastwm-98102 THE SPECIFICATIONS SHALL CONFORM TO STANDARDS OF �" q 6-8-008-01 EVERETT p: 206.624.1387 INDUSTRY. DRAWINGS ARE FOR USE ON THIS PROJECT ONLY DRAWN BY CHECKED BY PHASE 1 ENGINEERS, INC.-.pnd-g)nee�s _ Q 7/7/23 JBK RECORD DRAWINGS AND ARE NOT INTENDED FOR REUSE WITHOUT WRITTEN G. DEAN C. CASTONA PROJECT ti P.O. BOX 538 APPROVAL FROM FIND. DRAWINGS ARE ALSO NOT TO BE USED NO. PD-WP-2022-07 EVERETT, WA 98206 QO 7/27/22 JBK ISSUED FOR BID IN ANY MANNER THAT WOULD CONSTITUTE A DETRIMENT APPROVED BY: SITE TOPOGRAPHIC SURVEY (425) 259-3164 DIRECTLY OR INDIRECTLY TO FIND.N0. DATE BY REVISION SHEEP N0. 9 OF 48