|
� � POINT TABLE - PLAZA GRADING POINT TABLE - PLAZA GRADING
<br /> � ( �
<br /> � o�, POINT NORTHING EASTING ELEVATION DESCRIPTIO POINT NORTHING EASTING ELEVATION DESCRIPTIO
<br /> M
<br /> 1 367569.15 1301983.58 18.51 TOC 47 367477.05 1302057.05 18.23 TOC
<br /> 1 �
<br /> � 2 367552.45 130199�.45 18.35 TOC 48 367459.02 1302063.40 18.19 TOC
<br /> 3 367556.00 1302000.53 18.46 TOC 49 367490.96 1302032.55 18.22 TOC
<br /> �
<br /> � .� �� 4 367520.16 1302032.92 18.46 TOC 50 367558.38 1301963.18 18.26 FG
<br /> �� ` ��� 5 367487.16 1302063.69 18.46 TOC 51 367567.58 1301957.14 18.43 FG
<br /> 81
<br /> � � 6 367460.34 1302088.69 18.46 TOC 52 367560.12 1301946.90 18.32 FG
<br /> TW: 19.40' 51 �
<br /> � � 7 367449.65 1302084.09 18.41 TOC 53 367551 .55 1301953.79 18.18 FG
<br /> � �
<br /> 52 � �8•4 � �' � 8 367449.10 1302088.05 18.46 TOC 54 367532.12 1301920.90 17.96 FG
<br /> 50 ``�
<br /> � co�° 3 �xs � 9 367444.04 1302087.12 18.46 TOC 55 367525.88 1301929.96 17.88 FG
<br /> 53--f_._. �. 2 0 ,
<br /> 18.2' � '� ��� 10 367443.14 1302091.01 18.50 TOC 56 367511.59 1301921.50 17.71 FG
<br /> \j \
<br /> 75 �r � � �, � �� 11 367426.37 1302084.53 18.66 TOC 57 367512.00 1301909.51 17.71 FG
<br /> � � �,
<br /> '�� 18.0' �,, 12 367423.67 1302089.32 18.72 TOC 58 367525.31 1301953.74 17.77 TOC
<br /> � '�-%y ``�
<br /> 54 ��,
<br /> � �� 13 367412.74 1302089.08 18.75 TOC 59 367502.28 1301952.01 17.66 TOC
<br /> , �5 � � , � S<j �P�� 14 367396.87 1302080.74 19.02 TOC 60 367500.29 1301954.04 17.66 TOC
<br /> TW: 19.40 � 7 8,x58 � �� \ �F,� .� 15 367389.82 1302080.49 19.14
<br /> � TOC 61 367493.32 1301970.33 17.81 TOC
<br /> � �TW: 1 . �' 44_ _ 4 �,c �•fJ �`��
<br /> , ���� 70 \ � �O �� � 16 367390.22 1302069.00 19.28 TOC 62 367480.87 1301977.35 17.75 TOC
<br /> _ �`��... o '`� 72 � /� � 45 � � F �
<br /> "' "" -"' "- �� 5� N. � 69 �\ 17 367415.88 1302069.90 18.78 TOC 63 367478.88 1301979.38 17,75 TOC
<br /> ,,` `�. �� � � �
<br /> �`� � ~ \`' � �`�-�_-�68 � �` �� 18 367417.85 1302067.99 18.72 FG 64 367479.13 1302000.38 17.92 TOC
<br /> �. ` , ��° ` �,
<br /> NOT IN - �
<br /> -�_� ��, �.
<br /> C� `�` 17.6' `� � �x� 73 � � � .� � � �` 19 367408.19 1302004.76 18.08 FG 65 367488.88 1302005.85 17.98 TOC
<br /> N TR A C T -.� 59 �� � � 6�, �
<br /> ��.�, 6 p ��--�`` - ~ ` 6 6 43 �---� � , �
<br /> .. � � �` TW 1 5$� ''� 20 367415.32 1302408.38 18.15 TOC 66 367497.29 1302005.01 18.04 TOC
<br /> . 83 '�`�. �� � ��42 40 � ~� � `` R w
<br /> 82 �,. � '61 74'`� � �49� �0 �` ,, � � R�W R/W 21 367410.43 1302025.53 18.30 TOC 67 367499.86 13 2
<br /> �� �. � 65� 41 �'-��`-`c�`..., �'., , �. 0 003.78 18.05 TOC
<br /> \
<br /> ` � �`� ~ � 5 ` � � 22 367415.69 1302051.56 18.53 TOC 68 367507.64 1301992.37 17.92 TOC
<br /> ��. ° ���. � 3g � �' �� � �!\ Q ,�
<br /> � �`.� 38 ' '��' x '
<br /> �` 64� ' ��' � `�O � 23 367423.58 13�2062.40 18.64 TOC 69 367510.59 1301984.38 17.83 TOC
<br /> \ _�` 62 ���^ ~� � 46 47 ,
<br /> ` 63 ��� �\ 24 367446.72 1302075.42 18.33 TOC 70 367515.96 1301980.44 17.84 TOC
<br /> \ ` �� `
<br /> ��� - � 88 , �,
<br /> ' �\ � � �.,� 25 367447.92 1302070.22 18.27 FG 71 367525.56 1301974.74 17.88 TOC
<br /> - r` �.� . ���� \ _ � �_ �
<br /> � 0 84 '3� ,` ``-��, �o; � �� o .p� � � `� 26 367451.21 1302055.93 18.13 FG 72 367512.92 1301964.39 17.56 RIM
<br /> o TW: 19.25' _ � ,�° � �� - , 48 � 6 27 367444.02 1302053.15 18.12 FG 73 367501.72 1301977.17 17.83 TOC
<br /> � - =3� 1 ��� � s2 �X89- - 1- �.�% 14TH STREET
<br /> 9 �, � - � . 28 367436.83 1302065.93 18.29 FG 74 367491.52 1301989.73 17.72 RIM
<br /> � „ 18.6 - _ ,
<br /> 0 2 � PVC � ° � 26 � $ , � - O .�--�------�f4-_
<br /> � o THROUGH DRAIN 35 % � � , � I25 24 50 29 367429.52 1302028.95 18.02 TD RIM 75 367544.07 1301928.86 18.11 TOC
<br /> � BOTTOM OF DRAW � 9% ti.18.4 _ �,27 --_�._� 9 0
<br /> z EL. 17.80 , g�X , � ,_ � 10 � 30 367420.08 1302010.79 18,20 FG 76 367577.63 1301973.06 18.53 TOC
<br /> 3 ��� , �, . _ �� _
<br /> ¢ 34 � � 31 367428.12 1302002.20 18.03 FG 77 367421 .57 1302011.54 18.21 FG
<br /> 0 33 �,.� 18.2 � , �79 28 TW: 1 .7Q �� �
<br /> � � � � 'r f .�` �� ��--�� + � 32 367423.03 1301997.40 17.94 TOC 78 367418.98 1302041.24 18.23 FG
<br /> � � 31� ~� ?g' �` \ �� \ 33 367433.52 1301989.05 17.77 TOC 79 367437.64 1302064.48 18.24 FG
<br /> � � � , 32 �. `�`���`-��`TOP OF CA�: . 23 ~ 12 �� _
<br /> o � . `��. 77 � -------�--- 34 367437.05 1301995.09 17.89 FG 80 367404.00 1302069.48 19.04 TOC
<br /> ` 78 `�,�
<br /> Q � � ,.,��3020 � 22/ 18 1 I � �8 8� � 35 367447.63 1301990.79 17.81 FG 81 367575.36 1301952.03 18.50 TOC
<br /> _ /18.0 , � ,
<br /> Z o � � � � � 18`6 13 _ R w 36 367462.46 1301989.95 17.79 FG 82 367495.41 1301902.21 17.50 ME
<br /> ��-- 21 0.9% I /
<br /> � 8\ `.,� �� �19 18.2'
<br /> � ��� � �� 18.4' . 37 367457.32 1302001.87 18,02 TD RIM 83 367493.89 1301948.26 17.50 ME
<br /> W ��� � � � 80 9 �� , w �
<br /> � ��, 17.8' '���., � � � 38 367481.13 1302017.01 18.12 FG 84 367463.69 1301975.21 17.50 ME
<br /> i - �� �
<br /> N - � /1.9% , ��.._ ► � � � 39 367483.72 1302024.27 18.13 FG 85 367408.26 1301974.91 17.50 ME
<br /> W TW: 19.69 � +
<br /> o / �` � 16 �5 z "' 40 367492.87 1302022.42 18.16 FG 86 367372.68 1301971 .55 17.50 ME
<br /> Q 17.6' � w � 41 367489.39 1302012.65 18.10 FG 87 367372.70 1301986.30 17.63 TOC
<br /> � - � � � �
<br /> Z - ~� 42 367494.10 1302010.16 18.10 FG 88 367471 .58 1302029.67 18.26 TOC
<br /> a
<br /> a 86 87 43 367498.09 1302021.36 18.18 FG 89 367457.19 1302043.95 18.26 TOC
<br /> U
<br /> � ° � 44 367519.00 1302017.13 18.26 FG 90 367442.92 1302029.61 18.26 TOC
<br /> � �' 45 367512.96 1302000.20 18.10 FG 91 367457.25 1302015.28 18.26 TOC
<br /> �
<br /> o �-�-� PLAN � , � � 46 367476.60 1302049.49 18.13 TD RIM 92 367457.25 130 029. 1 1
<br /> 0 2 6 8.70 TOC
<br /> � SCALE IN FEET NOTES:
<br /> w 15 0 �5 3o TOC: TOP OF CONCRETE TD: TRENCH DRAW
<br /> � IF THIS DRAWING IS NOT 22"x34" SCALE ACCORDINGLY. FG: FINISH GRADE ME: MATCH EXISTING R E C O R D D R A W i N G
<br /> 0
<br /> � PROJECT ENGlNEER: SCALE: PORT OF EVERETT DWG. NO.
<br /> 0 o PND ENGINEERS, INC. IS NOT RESPONSIBLE FOR SAFETY �. KEISER NOTED C�.ZO
<br /> Z a PROGRAMS, METHODS OR PROCEDURES OF OPERAT�ON, OR THE QO
<br /> p �r t O ,� CONSTRUCTION OF THE DESiGN SHOWN ON THESE DRAWiNGS. DESi�NE� BY: OATE:
<br /> U � 1736 FourthAvenue S.SuiteA WHERE SPECIFICATIQNS ARE GENERAL OR NOT CALLED OUT, C. CASTONA JUN. 2016 W AT E R F R 0 N T P LA C E C E N T R A L CIP N0. 2-0-045-01, 6-8-001-06,
<br /> � o � � m Seattle,Washington 98134 THE SPECIFICATIONS SHALL CONFORM TO STANDARDS OF �
<br /> ao % vERETT P:206.624.1387 INDUSTRY. DRAWINGS ARE FOR USE ON THIS PROJECT ONLY DRAWN BY: CHECKED BY: F I S H E R M A N S H A R B 0 R 6-S-OOl-O7, 6-8-001-08
<br /> \ � ENGINEERS, INC. www,pndengineers.com Q 9/15/18 JBK RECORD DRAIMNG AND ARE NOT INTENDED FOR REUSE WITHOUT WRITTEN D. McDONALD C. WIEST PROJECT
<br /> P.O. BQX 538 APPROVAL FROM PND. DRAWINGS ARE ALSO NOT TO BE USED P A C I F I C I \ I M P LA Z A N0. PD-WP-2016-01
<br /> �j EVERETT, wA ss2os QO 5/2/17 JBK NEW SHT - LANDSCAPE REUlSIONS 1 IN ANY MANNER THAT WOULD CONSTITUTE A DETRIMENT APPROVED BY:
<br /> � Y (425) 259-3164 N0. DATE BY REVISION DIRECTLY OR INDfRECTLY TO PND. G R A D I N G P LA N SHEET N0. 66.4 OF 195
<br />
|