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� NOTE LEGEND
S 1. (INDICATES GENERAL CONSTRUCTION NOTE)
46�o' b� 1 r / �/ / / / / — / — \ — 3O (INDICATES SPECIFIC CONSTRUCTION KEYNOTE)
+ + + + + + �\ — Cy) + __ — — — _ SITE PREPARATION NOTES o
T + �- (7 �` - b` — pc D� p \ �i / 1. CALL 8-1-1 BEFORE YOU DIG. LOCATE, IDENTIFY AND VERIFY CONDITION OF ALL SITE UTILITIES PRIOR TO COMMENCING THE O
��"O \�, -'\ \ - LO
WORK.
LLI / / / a !{, / / / / 4/ PROVIDE TEMPORARY PROTECTION ON EXISTING PAVEMENTS FOR ALL CONSTRUCTION TRAFFIC AT FIELD ACCESS POINTS.
O TEMPORARY PROTECTION SHALL INCLUDE A MINIMUM OF THE FOLLOWING:
(D 2.1. STRUCTURAL FABRIC OR GEOTEXTILE LAYER U
06 / ✓ / + \ ��� 1 11 I 2.2. 3/4 INCH PLYWOOD (TWO DEEP)
4 I CATCH BASIN
e{, P / _ _ _ Oj L I 1 3. PROTECT EXISTING ADJACENT SURFACES FROM DAMAGE DURING CONSTRUCTION. RESTORE ALL DISTURBED AREAS TO
Vd. / / + 10 �� y0 �(j \ I I I I I I I I I OT ORIGINAL OR BETTER CONDITION.
1 N I I I I I I I f l \ \ 4. CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING ALL GATES AND FENCES AT PERIMETER OF THIS SITE TO ESTABLISH A
9 19 Q �� ! 1 I I I I I I SECURE WORK AREA. WORK SHALL INCLUDE TEMPORARY 6' HIGH CHAIN LINK FENCING AT THE STAGING AND STORAGE AREAS.
(TYP.)
5. REFER TO CIVIL SHEETS FOR TESC MEASURES AND ALL DEMOLITION OUTSIDE THE LIMITS OF THE BASEBALL AND SOFTBALL
/ 5 _ d Qj� / `J + I I I \ FIELDS.
00
8 I I i o 6. COORDINATE WITH THE ARCHITECT AND DISTRICT MAINTENANCE STAFF TO FIELD LOCATE LOCATION OF EXISTING IRRIGATION r
01p �Q Q �o� + ( I I / / SYSTEM COMPONENTS INCLUDING MAIN LINE, LATERAL PIPING AND EXISTING CONTROLLER WITHIN AREA OF WORK. O
�J A Q� CONTRACTOR TO FIELD VERIFY LOCATION OF EXISTING IRRIGATION MAINLINE. REMOVE EXISTING IRRIGATION CONTROL VALVES
o�!O\) AND CORRESPONDING BOXES AND VAULTS AND DELIVER TO THE OWNER ON SITE UNLESS OTHERWISE NOTED. CAP AND O
// / %? / \ pp• , `� O� GOB \(`. _ N + I I I \ PROTECT EXISTING IRRIGATION MAINLINE TO REMAIN AT GATE VALVE FOR CONNECTION TO NEW IRRIGATION MAINLINE LOOP.
o �/ — 8O REMOVE EXISTING IRRIGATION SPRINKLER HEADS AND RISER ASSEMBLIES IN THE FIELD, CLEAN, PACKAGE AND DELIVER TO THE N
'\ 'L I J OWNER ONSITE.
+ 4 j % p �j (TYP. , + p
^\00 D` STRIP AREA OF EXISTING SOD AND ORGANIC MATERIALS AND DISPOSE OF OFF SITE. ALL EXCESS AND UNSUITABLE SOIL 0-
8 + �, A d < /' D� + I I �6,0� '' ! �J O MATERIALS SHALL BE REMOVED AND DISPOSED OF OFF SITE.
/ / j' // (/ P•)/ / — — /�� \ y,��' \ D� I \;YJ`S//76 G 0PROTECT EXISTING CATCH BASINS TO REMAIN DURING CONSTRUCTION. INSTALLTESC MEASURES AROUND RIMS AND
� MAINTAIN THROUGHOUT CONSTRUCTION. CLEAN DEBRIS FROM DRAINAGE SYSTEM BASINS WITHIN THE LIMIT OF WORK. REFER
+ OObdJ
� , J I J / TO CIVIL PLANS.
< / 11. NOT USED.
`��„ ` 12. REMOVE EXISTING CHAIN LINK FENCING FABRIC AND DISPOSE OF OFF SITE. PROTECTTHE EXISTING FENCE POSTS,
0/V1v'�� j / + I 1 \\ FOUNDATIONS AND CONCRETE CURB TO REMAIN.
0
+ I a A \ �' �' / ,Ohl �`b \< + + 1 CUT AND CAP SUBSURFACE DRAINAGE LATERALS AS SHOWN. r
9 19 0r�• � ° d ti., �6 �� 13. + 1 1 � LO
14. REMOVE BASES, PLATES AND ANCHORS. CLEAN AND RETURN BASES AND PLATES TO THE OWNER ON SITE. BACKFILL ALL VOIDS
(TYP.) 0 0�\\ J �Q1 li + \\ \ O WITH STRUCTURAL FILL, COMPACTED TO 95%. O
+ p' �\ \\ \\ 15. REMOVE FOUL POLES AND FOUNDATIONS. O
+ 16. EXISTING BACKSTOP, WING FENCING AND OUTFIELD FENCING SHALL REMAIN IN PLACE, EXCEPTAS OTHERWISE NOTED. ATTHE LO
\ 1 \ O 0�J7�a 1 CONTRACTOR'S OPTION, SECTIONS OF THE EXISTING RAILS AND FABRIC TO REMAIN MAY BE REMOVED AND REINSTALLED TO N
G\ + + \ 1 CI II �'<<QJ / FACILITATE THE ON -FIELD WORK AND OTHER MODIFICATIONS.
00
/ / / 17. REMOVE TOP 3" OF ORGANICS AND AGGREGATE FROM THE BATTING CAGES. PROTECT EXISTING FENCE POSTS, FABRIC AND
0, + J �j 1S6,b L RAILS TO REMAIN. J
X�) \G �� z- I II 18. REMOVE EXISTING BENCHES AT EACH BULLPEN. BACKFILL ALL VOIDS WITH STRUCTURAL FILL, COMPACTED TO 95%.
s�`�( N �� \ \ h pcp ` I I II 1 O ��r 0 19. BACKFILL ALL VOIDS AND EXCAVATED AREAS WITH APPROVED STRUCTURAL FILL MATERIAL IN 12 INCH MAXIMUM LIFTS 0-
/ z> I �O NO A G �O� �p�' n 1 1 1 1 r O COMPACTED TO 95% MINIMUM.
�06 1 1 I
/ + \N61 p / � CATCH BASIN 20. PROTECT ALL UTILITIES TO REMAIN FROM DAMAGE THROUGH CONSTRUCTION.
� • \' 0! , I � I \ 1
8 �O �O j �b o S i 11 1 \ \ \ PROTECTION (TYP.) 21. PROTECT EXISTING SIDEWALK TO REMAIN.
I / �° d\° I 11 —
(TYP.) ° � DO 9� I 1 1 1 — O
'� II Q
i�
+ I .�� Ol�`��, o� "��O'lN '��13 \�'J•
0� / 1 I I 21 \ ` ------ 5 �-
�O A ��' d°•. 0 (TYOP O��p 1 i i , 1 (TYP_) �� ; SITE PREPARATION LEGEND
\ �� 1
`\ 7 a0 G\ -'T OHO . aOcS%J \� ( i I 6 / �� �' � II I
+ �p / - � 4'� — —� I / EXISTING NATURAL TURF TO BE REMOVED AND
p 1 J / ,� r, — —il DISPOSED OF OFF SITE
0 �� (TYP.)\ N d ,\0 ( P.
\ I
F, d C� 1 I / EXISTING INFIELD SOIL TO BE REMOVED AND
�z �/ I Tl j \ O 1 W ° DISPOSED OF OFF SITE
�J 1 + O /��-
O `L \ 00 / � , EXISTING CRUSHED ROCK WARNING TRACK TO
GO =S 0. =S 0�i A \ d �010 0 I \� 1 / / l l j \ / / c� + + BE REMOVED AND DISPOSED OF OFF SITE
UC)
\\ 1 I �10 (TYP.) \� 6' (' 90�0 6 G\� ° o
��, •O �� S p�' O 0 / , EXCAVATE TOP 2 OF PEA GRAVEL AT DRAINAGE
\ 1 O
�J \ ��S + I I ( d
° - � \�� -' • S � ��' `1�' 12 / / / / � / � LATERAL TRENCH; DISPOSE OF WASTE
-S 9 19 j 0A\ ,\`°O.
J a ° // // / / EXISTING CONCRETE CURBING TO BE REMOVED
I I Q� i � —
O / (TYP.) p�, �,� \ `%�' \ I / / / / i AND DISPOSED OF OFF SITE
EXISTING CHAIN LINK FENCING TO BE REMOVED
I 4�0 - -
AND DISPOSED OF OFF SITE
M�l\ CORR.
OLY DRAIN
,Z /— — — — — --o TUBING TO REMAIN.
— — — — — - THROUGHOUT CONSTRUCTION.
`L' �, O 14 i / / — — — EXISTING 3 PERF. CORR. POLY DRAIN
+ + / + + \�' 14 \ �p �� o� 0 1 % / A6 ! / �_ / — _ _ TUBING TO BE REMOVED
+ + \+`\ + + + (TYP.) ! ppD 0 (TYP 0�' CATCH BASIN PROTECTION
d-JdJ 4-1 IV
_= ___ /7 /415
_ R-434419
TEi--BA51+�1 18 14 _--- TYP. /--- --- —= = 415 / / ice,/��ji �i�� /'�/ \\\�
\\ �� --- PROTECTION(TYP�---- — --—----------- — — / //`L/ jy/—���
\ _ \ s/� \ — — 4�0- / / /� J \�' \ IN COMPLIANCE WITH CITY OF RENTON STANDARDS
/ \ \ MATCH LI N E T S H E ET F011 / �/ / / / �/ �,/ / DEVELOPMENT ENGINEERING
s�0— — — — — — — — — — — — — — — — — — — — _ _ — 0 / r
�--- —410— (NOTE PLAN VIEW ORIENTATION CHANGE) HBra 06/24/2025 '
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'------------------__----------- —r _� _-- _420_= Y
41
------ — — ---- ,�20,_��_— — ---- a�5-�� — — —' — _ NORTH
OSURVEYED: SCALE: DATE:
CIVIL CONSTRUCTION PERMIT 2/21/25 VERTICAL: NAw ,gee •
0 ++ + HORIZONTAL: NAD 1983/1991 21 F E 6 2025
CITY OF LINDBERGH HIGH SCHOOL
® F
� of As � �,o CIVIL CONSTRUCTION PERMIT RESUBMITTAL 4 14 25 DESIGNED: 1 —20 O FIELDe00K:
`� CIVIL CONSTRUCTION PERMIT RESUBMITTAL 6/4/25 EJG RENTON
® HOGAN Z DRAWN: FIELD IMPROVEMENTS PAGE:
LRB I ONE INCH I DATUM DRAWING NO:
D.A. Hogan &Associates, Inc. �o� FGISTER CHECKED: AT FULL SCALE Planning/Building/Public Works De t F01 0
Know what's below.p BASEBALL SITE PREPARATION PLAN
1450 114th Ave. SE, Suite 225 SIGNAL ET'�\ EJG SCALE ACCNORDINGLY
call before you dig. Bellevue, WA 98004 206-285-0400 N0, REVISION BY DATE APPR APPROVEEJG SHEET: oF:42