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NOTE LEGEND
1. (INDICATES GENERAL CONSTRUCTION NOTE)
Y� 3O (INDICATES SPECIFIC CONSTRUCTION KEYNOTE)
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' �`�6� \\ ` \\ ` \\ `\ `� ` `\ `\ " '� - `� o / 00 o 1 44.85' �/ /' ' SITE PREPARATION NOTES �'
\ \ \ \ \ \ C.I. L99.14 1313N, A<P O
.E� 3.4p O / / / / / / 1. CALL 8-1-1 BEFORE YOU DIG. LOCATE, IDENTIFY AND VERIFY CONDITION OF ALL SITE UTILITIES PRIOR TO COMMENCING THE
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Lri �/ / / / / / // CQ WORK. N
30.82 ,,I///0// OPROVIDE TEMPORARY PROTECTION ON EXISTING PAVEMENTS FOR ALL CONSTRUCTION TRAFFIC AT FIELD ACCESS POINTS.
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TEMPORARY PROTECTION SHALL INCLUDE A MINIMUM OF THE FOLLOWING:\\\\\I.E. I.E.C.1. 99.21 BB-19E I.E. 403.40 l 2.1. STRUCTURAL FABRIC OR GEOTEXTILE LAYER V
_II �y St?0 \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\\ \ / / / / / �Dc/ / < 2.2. 3/4 INCH PLYWOOD (TWO DEEP)
\\ \ \ \ \ \ \ \ \ / m o...�
\ \ \ \ \ \ \ \ \ \ \ \ o C I. E 399.29 / / / / / U r0 j j 3. PROTECT EXISTING ADJACENT SURFACES FROM DAMAGE DURING CONSTRUCTION. RESTORE ALL DISTURBED AREAS TO
\ \ \\ \ \ \ \ \ \ \ \ \ \ \ \ \ A I.E. 4 40 BB-20W I.E. 402.67 gg_20 I.E. 403.�9 // / j/ I z 0')
W W ORIGINAL OR BETTER CONDITION.
\\\\\ \\ 00 00
4. CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING ALL GATES AND FENCES AT PERIMETER OF THIS SITE TO ESTABLISH A
a ' 1 \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ I. E. 403.13 S. �/ / / > ` cn w .�."
\ \ \ \ \ \ \ \ \ l / ( X SECURE WORK AREA. WORK SHALL INCLUDE TEMPORARY 6' HIGH CHAIN LINK FENCING AT THE STAGING AND STORAGE AREAS.
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C I°iE 399. / / / / \ \ 5. REFER TO CIVIL SHEETS FOR TESC MEASURES AND ALL DEMOLITION OUTSIDE THE LIMITS OF THE BASEBALL AND SOFTBALL
\ \ \ \ \ \ \ d �� cT \\ \\ 403.40 W BB-2 J'� I.E. 403.4 / /� G \ / O y `'� I \ FIELDS.
\ `\` \ \o \ \ O \\ E. 4 3� r .00
I.E. 9. / \ \ ,p I 11 �F N ` 6. COORDINATE WITH THE ARCHITECT AND DISTRICT MAINTENANCE STAFF TO FIELD LOCATE LOCATION OF EXISTING IRRIGATION r
/ MATCH LI N E T� SHEET F010 \ \ \ \ \ \ O ` / O 9S/ SYSTEM COMPONENTS INCLUDING MAIN LINE, LATERAL PIPING AND EXISTING CONTROLLER WITHIN AREA OF WORK. O
/ I /
(NOTE PLAN VIEW ORIENTATION CHANGE \ \\ \ \ \ \ \ \\ \ \ \ \ \ \ \ ` \�\ 4I F Any 40 gg_ W O 2E / \ /O 2 w w 7. CONTRACTOR TO FIELD VERIFY LOCATION OF EXISTING IRRIGATION MAINLINE. REMOVE EXISTING IRRIGATION CONTROL VALVES O
� ) \ \ \ \ \ \ \ \ \ �i\\ \ \ \ \ _N it I.E. 403.2, Q1 - _ / - - O
\ \ I Q� 0 1 2/T`A AND CORRESPONDING BOXES AND VAULTS AND DELIVER TO THE OWNER ON SITE UNLESS OTHERWISE NOTED. CAP AND O
- k\ \ IG� o�p0 0 PROTECT EXISTING IRRIGATION MAINLINE TO REMAIN AT GATE VALVE FOR CONNECTION TO NEW IRRIGATION MAINLINE LOOP. Oi
m W___ �\ \\\ \ \\ IV I\ \\\ \ \\ - \\\\ o / "-2
3 L� --- Ld
/ / / - ~ \ \ \ \ \ \\ \ \ \ \ \ \O �� �\\\ '" �A 23E �� v➢ �� \ 8. REMOVE EXISTING IRRIGATION SPRINKLER HEADS AND RISER ASSEMBLIES IN THE FIELD, CLEAN, PACKAGE AND DELIVER TO THE (V
L / / 2Q \ \ \\ - -_- - ^ \ \ \ O OWNER ONSITE.
t� _
/ h� �' / \ \ \ \ \ \ \ \ \ �� \
J / / \_� \ \ \ \ \ \ \ \ \ \ 4 3, I �' \ \ \ 9O STRIP AREA OF EXISTING SOD AND ORGANIC MATERIALS AND DISPOSE OF OFF SITE. ALL EXCESS AND UNSUITABLE SOIL 0-
PPP x\I I / / / I + + �+ \ \ \ \ \ \ \\ \ A2 \\ \ \ \\\ \ \ \ \ \ \� �I B-24 I ° 1� C� ` \ ` y \ \ MATERIALS SHALL BE REMOVED AND DISPOSED OF OFF SITE.
/ \ \\ \ \ `s\\ \ \� \\ \ `\ \ \ sr�, 1� %� G/ O O \ �`,/� \ \\ Q
\ I / / / / \ \ \ \ \ \ 5 4�03. Cj \ / \ c 10. PROTECT EXISTING CATCH BASINS TO REMAIN DURING CONSTRUCTION. INSTALLTESC MEASURES AROUND RIMS AND
\ I� 3 - - - \ / \ MAINTAIN THROUGHOUT CONSTRUCTION. CLEAN DEBRIS FROM DRAINAGE SYSTEM BASINS WITHIN THE LIMIT OF WORK. REFER
\ \ Q, -I \
O � \ \ � TO CIVIL PLANS. J
(TYP.) ; \\\ � \ 1 ---- \
11. NOT USED.
i. REMOVE EXISTING CHAIN LINK FENCING FABRIC AND DISPOSE OF OFF SITE. PROTECT THE EXISTING FENCE POSTS,
I I I ( 430y� �P`) \ \ \ \ ���\ \ \ \ / / - - - - - \ O \ O FOUNDATIONS AND CONCRETE CURB TO REMAIN.
CUT AND CAP SUBSURFACE DRAINAGE LATERALS AS SHOWN.
\\ \ -
\ g -> � \ \ 14. REMOVE BASES, PLATES AND ANCHORS. CLEAN AND RETURN BASES AND PLATES TO THE OWNER ON SITE. BACKFILL ALL VOIDS
\ I �0� I I \ \ \ \ \\ ` \ \ � - I y - \ \ O WITH STRUCTURAL FILL, COMPACTED TO 95%.
\' r`?> O
l� ! `\ \ \` \ ` ak °L`�` \ - J- --mow �-r� \ \ \ \ ,,0� 15. REMOVE FOUL POLES AND FOUNDATIONS. O
11 ��,�� \ \ \ \ 16. EXISTING BACKSTOP, WING FENCING AND OUTFIELD FENCING SHALL REMAIN IN PLACE, EXCEPTAS OTHERWISE NOTED. ATTHE
f'l\ C� S \ \ \ \ \ \�w\ \\ �" - E � z\ \ \ \ \ CONTRACTOR'S OPTION, SECTIONS OF THE EXISTING RAILS AND FABRIC TO REMAIN MAY BE REMOVED AND REINSTALLED TO N
J-- I \ \ \ FACILITATE THE ON FIELD WORK AND OTHER MODIFICATIONS.
\ ! 6' �%• �A �/ �l `\ `\ \`\\ \`\_ _ MAT H LI N E TO SHEET F010 \ `\ �' 17 RAILS TO ROEMAI OF ORGANICS AND AGGREGATE FROM THE BATTING CAGES. PROTECT EXISTING FENCE POSTS, FABRIC AND J
\ \ I 19 s2sf I s (TY .) \�s \ �ls �� 1 ��\\\\ \� �j,� _ (NOTE PLAN VIEW ORIENTATION CHANGE) \ \ \ \ \\\ 18. REMOVE EXISTING BENCHES AT EACH BULLPEN. BACKFILL ALL VOIDS WITH STRUCTURAL FILL, COMPACTED TO 95%.
\ ,,��
�o \ \ , \ \ C3 \ \\ 19. BACKFILL ALL VOIDS AND EXCAVATED AREAS WITH APPROVED STRUCTURAL FILL MATERIAL IN 12 INCH MAXIMUM LIFTS 0-
S O \ \ 6� � \ \ \ \ \ \ O
I is / sj \ \ \ \\ \ ' i - W Qom\ \ \ \ \ \ \ \\ \ \ \ COMPACTED TO 95%MINIMUM.
I'�• 20. PROTECT ALL UTILITIES TO REMAIN FROM DAMAGE THROUGH CONSTRUCTION.
21. PROTECT EXISTING SIDEWALK TO REMAIN.
I i\°
c� / / I I / .�4ii- 9 19 F 'V (TYP.) l� dJ S� I�t- _ P l \ tZ�\ o
TYO O / �s 1_Q + I \ I G \ P\ \\
8 - \ I I , , I , , / J\ \ SITE PREPARATION LEGEND
+
16 / b I (TYP.) �S �� `'� �/ sc'!\ •.A\(YP. a + +
I �` ` �/ �S, ! Js I + + \vl I I I I I I II I / ! I // // ) I 1 EXISTING NATURAL TURF TO BE REMOVED AND
N 428 9 / I DISPOSED OF OFF SITE
421. pIa / / 42s.9. �� ° o s 11 l!� L S+ +
Io 142 0+ + I I \ I II I I \ \ \ I �\ \ ( ( / EXISTING INFIELD SOIL TO BE REMOVED AND
�5. II S o TYP. ks 00 \ s + I \ \ \ I I III I I I / % ' DISPOSED OF OFF SITE
N S S + v>; l c�• 1
96' ti �� 42, '� 'i
+ + + EXISTING CRUSHED ROCK WARNING TRACK TO
Of' s �j �9 v�; �� • -(lJ W I I I I I I I 1 \ / / / / I BE REMOVED AND DISPOSED OF OFF SITE
"� \ I � � 6, ' i ' `� o' 410 v\ a /� + +
k�6• � I � � fir),
8 I + I I I I \\
I2 26,s9 �6, rL v�/ � v�,L ��� c9 I I I I I I I I I >/ / EXCAVATE TOP 2" OF PEA GRAVEL AT DRAINAGE
% ( I LATERAL TRENCH, DISPOSE OF WASTE
I I �d I S=1. �; J S=1.0 S 'LpJ (TYP.) + + 17 I I II I I I I\ I// I' I 10
O o + + o I I I I I I I I I I ` I EXISTING CONCRETE CURBING TO BE REMOVED
\ �/ \ c' J ` O• / \ I YP.) YL + + I I I I I I I I \ \ \ I \ \ / I 0 AND DISPOSED OF OFF SITE
19c,�'� ►� �' `9 l c' I \ I I \ \ \ \ Q\ \ \ i AND DISPOSED OF OFF SITE
EXISTING CHAIN LINK NG TO BE REMOVED
8 ('d�. / MCA + + I I I I I 1 \ \ �� CO\
•.T `'�% � � TYP. °G00' l• = I ■ I \ 1 \ - I� \ \ \
+ + + 1 I I I \ \ � EXISTING 3 PERF. CORR. POLY DRAIN
\\ Q\ \ \\ TUBING TO REMAIN. PROTECT
?7.79' IL �!
/ + + THROUGHOUT CONSTRUCTION.
\�S \ �� l7(P II ScQ S`9 s ��4�- s + a + + I I I \ \ \ \
42 . o'I (ice 14 s ! �� o o I� \ \ \ \ \\ \ 1\ r EXISTING 3" PERF. CORR. POLY DRAIN
'8.03_ - - - - - + \ \ \ \ TUBING TO BE REMOVED
� . • o _ l Off. d�� (TYP. � I� = - _ + - � � + + I I I \\ \ �� \ \ \ \ `\ � \ � \
AO ''� �% / + + - -+ I �_ + + I \ \ \ \ \ \ `\\\\ \� C%\ ® CATCH BASIN PROTECTION
09 NO `� �$ (TYP. P _ - / + +
P I + \\ `\\ ; ;\\� R-434420
--- cL/w �7 g9 D--- 1 12 LF "p CPEP) _ --0 - e \ \ \I I < \
42 5 0 > s=o.5� s=off, \ _ _ \ \ �� IN COMPLIANCE WITH CITY OF RENTON STANDARDS
28. 2' 422M B d 1 ` CATCH BASI p \ \ I \ \ \ \ \ \ \ \ \
O /CA CH BASIN o d d PROT -d 1 p \ \ \ \ \ \ \ \ \ \ \ DEVELOPMENT ENGINEERING
428. 6' 9LO, o PROTECTION (TYP.) >
7<1 0 z W `n 00 O Ln \ 21 _ \ p \ \ \ - \ H B ray 06/24/2025
g J N N m (V N a \
(TYP.) m w / �w I I �w I (TYP.)
\ \ \\ \� `��\\\ \
/ a 4 _ - __ NORTH
DATE:
0
0 � CIVIL CONSTRUCTION PERMIT 2/21/25 SURVEYED: SCALE: VERTICAL. NAw 1988 CITY OF 21 FEB 2025
® �ti of AS 1 "= 20' HORIZONTAL: NAD 1983/1991 CITY L I N D B E R G H HIGH SCHOOL
Q �o CIVIL CONSTRUCTION PERMIT RESUBMITTAL 4 14 25 DESIGNED: O FiELDBOOK:
Z CIVIL CONSTRUCTION PERMIT RESUBMITTAL 6/4/25 EJG � RENTON PAGE:
D A H O G A N DRAWN: LRB FIELD IMPROVEMENTS DRAWING NO:
,e ONE INCH DATUM
Know what's below. D.A. Hogan & Associates, inc. �o� FGIST ER� CHECKEDEJG AT FUNOT LL SCALE Planning/Building/Public Works Dept. SOFTBALL SITE PREPARATION PLAN F01 1
Call before you dig. 1450 114th Ave. SE, Suite 225 SIGNAL Y� LACCORDINGLY
Y LNO. REVISION BY DATE APPR SCALE ORDINGAPPRMD: SHEE�o Or
Bellevue, WA 98004 206-285-0400