HomeMy WebLinkAboutW-432601PROTECT EX CATCH BASIN TO REMAIN; RESTORE EX CONCRETE PAVEMENT �> i
iQ EX TRANSFORMER TO i ❑ �� `•, : D� ��✓
LEAVE GAP IN TEMPORARY PORTABLE WITH STANDARD CONCRETE •;; ..•. :. +; .:.,.: _.;;:• : �' BE RELOCATED SLHH ;� '•
O FOUNDATION SKIRTING FOR DRAINAGE SIDEWALK SECTION SEE DETAIL �' '"V' \ PER ELEC'L PLANS
• ENTRY TRY EX GENERATOR TO * '• ' >..
O --
cy):� : D ;. ?:: �191� Ii BI 18 S' til(DK BE RELOCATED - _ . : •' , • F
N N TO THIS CB TO BE MAINTAINED 3 N.a •_ '-.4' PPE:487.30' • 0 '
cy) REMOVE EX CONCRETE WALK c3oo D► , .:' A.
= e :I ,'CSC G1�A SURFACII ¢ PER ELEC'L PLANS ESCAPE " :°• - / o '/ ,
CURB, AND ASPHALT AS REQUIRED i ' a :.;�' .. • -� :. " ' ' e EAv ____ __ ___ __EAVE____ __ CB RIM:470.50' D::CON�.�
D 'CRW�. °. o--------- -cr-- -; .. - - �.. r `- 'DE 'a„ -p /
{ ;, ' ,. • �.. �, ► -- C�f���'C ALL ��0 2 ---R {58 E X14: ►"
TO INSTALL ELECTRICAL CONDUIT I IE 6"PE(E):469.20' i PIV Q 10 20 40
O r ° DCO �'� O ' 'e FiA�/E L TO. BACK .0 -OUR R-. .. A :. :: .
N AND VAULTS FOR TEMPORAR FIRE HYDRANT ASSEMBLY ° { .� o \ 11 oEC% RECORD O CST "•. ? •' ' D' �... t I PROTECT E��1:467.65' 7�
ll' : :: " ► - .. ...: LANDSCAPE a /.
PORTABLE POWER " ' - J ORE/JOINT S 0 : ' 6.P D. F�q I SECURITY SD ` BOULDERS
UPPER STC�ROVIDE A 4 x4 CONCRETE /_ D ' • .. :•' ' B , • , . �p GAS VENT LJ - • I ;
SSMH RIM:470.60' BLDGPA9 FOR NEW FIRE HYDRANT `C' ' o. ' o::. OURTYARD TO BE \ ERATUR Ro' AM F A ���� ° c ��
SALVAGE AND REMOVE EX I .. D ► , �. ?' ► - '. °�/.. SCALE 1 - 20
L� IE 8"CP(NE):459.55' SEE DETAIL �` • ° ONG".. ATCH-E_ fOR FINIS O (� '.,, CB RIM:v469.i0'-.' ELEOLL�PUANS . ::;-.:I i \ J� =p :.:. •.: 'ESCAPE y• ?; :�
LIGHT POLE AND BASE TO BENCHMARK "E" . ' •'.' ° 1E 6 W•467,20' i RESTOR �DNG Tb. I •' .:
IE 8"CP E :460.25' • I ' • •
O SET CHISELED j D. , • �.:D CON ► :E CONIDITION. (rtYP) �) - ----------- ,a �\
BE REINSTALLED AT IE 10"(W):459.70' 2 9 *EG ' '-- 8•DEC .D � ►• BTM:�46�:�5 ' ° NLvv H-' '""L - p T - - SIDEWA K. .' � / cif 10 WAX.
IN TBC 9 ► I .• CH' F£ C °. _ : 1� .: ESCAPE • : , D I i
COMPLETION OF PROJECT BTM: 459.0' PPE: 09.4' SDCR:
471.535 �I ('l. ".. .` ;.. I 1. N I ID..;" 1 ° �nl -A :.� ... SEE DE AIL �.) .. •:/ , . ' ..
` N
° .. • 0 �6� .-. ► I TH P121VACY'SLATS� :. O : ° . .o' E'X ACCE 8fBLG . "HAZE
\ P p r 1 ,' _ - Ig D 3 ,., ROUTE .. :D SGHO LEGEND
D . . r y .. . . �] V� , 1 EX CBSSI : • _ PER L SCAPE PLANS `<." 6 _0 ►o s •_
. ►.-. 1-:-.- r - --. - -__ ,_ D •1 :'-•4��1�7 ,X 1 '_ i' .:► � __ J - � ' . D- i. _ /° s, :•s - ,•
-'•- p ►• •.► •. ►' .6 _ '� •b► - -• .:r.:! - � ,.. !_ � i ON.
- • p'. a --f� _ - ------ ►► °• /�••�, , p� ..�. •,., ,:.:
•.:► : ",. ° -, D °• •-` D - .:► - •. _ ►-• V .w,i - R ►' 7 •.. .•. ' - - i, PROPERTY LINE
C• \ Q, : ►_'• .':' 'N..'- ..; .'•'. 1N.:N... R•:E F V�EABL - -
1 ( NE �CTRUDED / •- • N 7933'06" E 46.81'
.� / ..- _ _ c.8, RIDGE .-_ •__ �.. - �. D _> -•.'.•
CONCRETE CURB ^ D .HEA' D_EHICU,LAR
° . .. " . .470.95 (EX) :° ..: 471.17 (EX) ( J , 9 . e +
SSCO• °•. - - -
.-•. • - o .. 1T.7• .p D ... .. •. �. 6 SF(`Ilorry 4� _ •nV�l),:.I T 11 D•' :,. �� SE DETAIL RAVEL 2' - - - -� ' ' . a•,... • °, • ► , CONTOUR (INDEX)
1 18 (EX) "• k
71-- PAIN I '' -- � ' ' E DE L (TYP �.• . -'..- . • -' • ;, T3A'CEb- EC . � ... R 1�
C - - - - 6 CC - \ = 6°C - - \ 470 79 (EX) _ 7� �_ CROSSWALK STRIPING ) I - - - - _ ,5+ ' �R D:' �TYTP U LES -
2 47-9771EM - -47f 470.4 - - - / - �PSe SEE DETAIL 11 -47�- - - - -47� - - I �' A' •:N E DETAIL CONTOUR470.84 EX 1.5 (&19) C30
( ) / 470.71(EX) -�7 /' °L..I ) J
m 470.65 C319 470.76 (EX) 9 �,:•� .i
i !�` / • c i ICB ❑ ' ° .. • �6 % ` TIC 109.86
470.73 (EX) 470.76 (EX) rn 470.52 470.85 (EX) � 8' "STAFF & POOL PARKING NEW 6' HIGH BY 12' WIDE ' �'' :, ( SPOT ELEVATION J f
470.75(EX) 470.73 (EX) LSCAP�I
470.67 / � .. �•
N C N Nrr 0.3% N fi N ° o ONLY" 1 / 6
470.78 I �470.86 EX CHAINLINK GATE (2 - 6 LEAFS) > cc I c3 T 109.36 BC 109.36
a ao 00 00 00 00 ( ) : ' i / 1 -RIDGE- - - - - _
��106 o - - - - o WITH PRIVACY SLA�SCO :a .. ,� I O :� -D VALLEY
GRADE BREAK -
66 (EX) 470.87 L � 1 ; L
470.E (EX) 57 (EX) 0. 8 (EX) 470.80 (EX) ( o PER L'SCAPE PLANSD 'JOB
/ SDMH1PIM:4 4D' t _ _ _ _ _ _ / •l� B,: ASPHALT PAVEMENT
10- S - - 70.56 EX) PAINTED WHITE ) ECO PAN FOR CONCRETE 1:
/ IE CP NE / L �c vc o Fv \
IE/8"CP(SW):54.90' / / / / �� PEDESTRIAN I / FIELD ADJUST EX IRRIGATION SSCO TRUCK CLEANOUT; FINAL Jwv / / a` ,- rP5 CB RIM:469.77' �° "BUS s ON
PROPOSED 470.54 EX PATHWAY STRIPING �� \\ CONTROL BOX AND OTHER `� +" I.. IE 6"PE(NE):468.65' _ HEAVY DUTY ASPHALT PAVEMENT
/ 47�0.6 (E / �lE 6"PE(W):466.75' / / �� TEMPORARY ( ) 15' IE- ) / vv ' / IE 8"PE(SE):468.60'
H2O LEVEL:454.90' �( ( SEE DETAIL 9 COMPONENTS IN THIS AREA TO r� CO DINA4k�4N FIELD Q; r, ...
`tSCAPE SWA E ESCAPE IE 3"PE SW 468.50' `'�� CONCRETE PAVEMENT •p ' D•'•°
o I BTM:454.65' 47 . (E PORTABLE I \ 5 c3oo VOID CONFLICT WITH RELO - - - - DUR CONSTRUCTION. \ ( )'
PRQP / i� I _ �C �y� BTM:468.50'
10• 10' 471.74
TEMPORARY - - , I REPLACE EX SHRUBS AND- - GENERATOR AND NEW FENCI - - Y' ��q CONCRETE CURB
PORTABLE / / CB RIM: / 12.3 I LANDSCAPING IN o \ CB RIM:469.92' C I •�. 'INSTALL NEW REMOVABLE \fie 7
/ S//� HEAVY DUTY VEHICULAR RATE C
/ S I IE 4'IP ELBOW TRAP(N).467.35' I BOLLARD DEPTH IS 30 >
470.67 (EX) FFE 471.90 / 470. 9 (EX) IE 4"IP ELBOW TRAP(N):467.55' PLANTS /� �EEDED i S r` IE 6"PE S :468.15' �o� - - - SECURITY B0kL)VRI�O A ARi F <vi STORM DRAINAGE PIPE �� SD
25 o I P () z DEEP BY 16 WIDE. pcT
/ / cn IE 4"PE(S):467.50' 470.62 (EX) \ 4"p ° _
"-1 I NEW 15-FT IiNATER EASEMENT BTM:466.3' - - -� -.- SECURITY BOLLARi�SH L
� /9-PS - ---- -- ---- - ----- �- - -------- �- �- -'/ � KC REC N('�. � / - - - -471- - CONTRACTOR SHALL USE � -o� AL NOT B MH EX CB 2 CB 2 CB YD CO •
- - CAUTION WHEN PERFORMING \�1 10" CORr, E
�- - ---------- - - ---- -� J xIA� / / / / / O O ❑ _ PLACED OVER E
NVl can / �y ----- ----------------- - ��------- c I / s
�n1o. l Og a �10. �k1o5 / �:1 e 1016 6 "------- --------- -- CONSTRUCTION NEAR OR OVER _ b: WATERMAIN. BOLL WITH
- SSI - - - - - - - - - - M 10 I W P M M PROTECT FX (� M M M ��G / NO P� Ji�G�1Ft� EXISTING CHARGED WATERMAIN. _. SHALL BE A MINIMUM OF 5' J, , PROPOSED DETENTION SYSTEM
32 LF 6 DI CL52 LIGHT POLE M M SEE DETAIL = ROM TaE�XISTING 10" WATER MAIN CIi
BPS/�j -COC \----------- ------------------------------------------ - / NO. 20060 3000926 10'= WATERMAIN R 6 - "\ SEE DETAIL o p
Pic REMAIN / 15' UTILITY AgEMENr () D �d �qJ� $ o
150-FT FIRE REPLACE EX ASPHALT -- ------ -- -----� \ / • ���- -472II . C30
------------
-HYDRANT-FDSE _ _ PAVEMENT WITH HEAVY _ ----- �4"p - - -- - -- ----- ---- - ' c3o I
S52°44'36 E\4.30' i ^� SQL
T
O
N
A
u
O
O
i
N
Q
J
PULL DISTANCE - - - - - - - . - DUTY ASPHALT PAVEMENT z \ __LSC E 1 \ \ 1P - _ - ❑ , - 00
oil-----------J 0 .A1`�
�- - - - - EX TABLE TOP
SEE DETAIL � _ _ - - CROSSING
S89°27 E 302.07' ¢>>> �� ° 's¢? 1 EC - - -
PROPOSED TEMPORARY D R '� 7�
M
BUILDINGS PER ARCH'LNS- 1 \ REPLACE EX RE LC S8 6'S1 \ 6 - Aj
BELOW TEMPORARY PORTABLE FOUNDATIONS REMOVED AT COMPLETION OF VERTICAL C B AS I \
LOCATED WITHIN EXISTING LANDSCAPE PLANTER, CONSTRUCTION UNDER SEPARATE PERMIT TO INSTALL NEW FIRE \ -f; ---- S-- - SD---- r.
CONTRACTOR SHALL REMOVE EX PLANTING Q HYDRANT ASSEMBLY
MATERIAL AND SOIL DOWN TO SUBGRADE AND OT- _ �1�9ti - ,Ea1��o _ ,1��\ - nil.
COMPACT TO 95% AS REQUIRED. SUBGRADE THAT dlil1a35 - - CB RIM: .14' \ CB RIM:472.4T
WET -TAP FOR NEW FIRE HYDRANT ASSEM IE 8"PE(E):47165' \ IE 8"PE(SE):470.80' I
DOES NOT MEET COMPACTION, SHALL BE REMOVED INSTALL 10"X6" TEE(MJXFL) P I�1�61 ti�5
BTM:469. 5'- - - - IE 8"PE(W):470.85'
NOTE: CONTRACTOR SHALL UTILIZE
�
O
PUBLIC AND PRIVATE UTILITY LOCATES
O
TO VERIFY EX UTILITIES
O
NOTE: PROPOSED PORTABLES ARE
4
"DRY" AND WILL NOT HAVE NEW
N
WATER OR SEWER SERVICES PROVIDED
A MIN. OF 12 AND REPLACED WITH IMPORT FILL INSTALL 6" GATE VALVE (FLXMJ) ° -1�p3 - I ''>°� \ BTM:468.95' s FOR TYPICAL TRENCH AND
MATERIAL, THEN RECOMPACTED TO MEET 95/0. - I
W/ CONCRETE THRUST BLOCKING kti \ N LINE PARKING EASEMENT REC. \ - NOTE: SEE ELECTRICAL PLANS FOR BACKFILL FOR STORM PIPING
WET -TAPPING OF EXISTING -INCH WATERMAIN /� I _ °1 - �- - - 20010529001666 - _ _ _ \ _ - - - I �' •
°hA & SIGN EASEMENT REC. .�� 4 POWER AND COMM FEEDS TO PORTABLE SEE DETAIL 6/C310.
SHALL BE PERFORMED BY HE FOLLOWING r NO
\ - j 20010529001668 \ \ ,�2 CJYI
LICENSED WET TAP CONTRACTORS "�
1. LEGACY TAPPIN , INC. 160� - - -�1`'� PSe� - p�1� EXISTING 1 " WATER MAI BE PROTECTED �4t1= TIMES. - COORDINATE WITH SCHOOL DISTRICT
2. SPEER TAP NC. I \ - - - I °� PROTECTION SHALL INCLUDE, BUT NOT LIMITED FOR ACCESS TO AND FROM PROJECT SITE
PROHIBITIO OF HEAVY MACHINERY AND DRILLIN UIPMENT
SEE DETAILS / L1-- --_\ _ � Q _
"a� - - \ ON TOIOF AIN OR WITHIN EASEMENT. VIBRATIO L\TESTING
MAY B[�,REQUIRED FOR ANY DRILLING OR PILING OCCURRING, `
rQ - I. , I CLUSTER: I O I
\ n -� \ NEAR THE MAIN. ADDITIONALLY, ANY MACHINERY CROSSffG - - 4 - \ 3-3",1-4",2-6"CIO
II I I I �'• ��
r - �\ \ - - �� \ THE WATER MAIN IN UNPAVED AREAS WILL BE REQUIRED T10 I - - - - Q
UTILIZE SHEETING OR SIMILAR MECHANISM TO ENSURE THA �'>• 9ti� II I I I I I o
d 1
to THE MAIN IS NOT SUBJECT TO DAMAGE LOADS
\ co - °y�� \\ I •:t ° 6 A IIII I I II cc
MATCHLINE -SEE SHEET C205 -\5�ti - �� - T - - - - - - - - - - - 11 o.
- - x� O .�
\ I "STUDENT
\� __T - �- - - - \ - - - - �, y . I D�OP-OFF/PICK-UP" I I I I I ►
INSTALL TEMPORARY CATCH BASIN FILTER INSTALL ROUND ACCESS �16� - - - - I fi - - - I I I TAN 8 DEC I -
SOCKS ON ALL NEW CATCH BASINS UNTIL COVERS IN LINE WITH LADDERS -8" rA wooD - - - - \ \ , • I " I CB RIM:471.29' III Ij� I _• wP `° I
;UARD RAIL\ - - n65 tie A>rn1 61 1��1 I a>> a ' wl IIWM 0 PARKING G ¢ f
SITE IS STABILIZED. SEE DETAIL 7/C110. WITHIN TYPE II CATCH BASINS \ I -n1 �1- - °, - - - 3zg IE 8"PE(E):469.55' 1�.
\ I I 1 \ IE 8"PE(NW):469.60 I/ I II 7 m-4 Lii
„ ;METAL VAULT \ - - - 6`� : •: ' � -'
LID ci \ BTM: 467.65' I I I •�'': , P Z O _
\ P 1 CC C ` \ L O
--- a \ 1yo� 0 T \ - //I j v
\ \ DEC - - cl SIGN POST \ ITC i . t I Q U
h1�\ -A1669 3�j 6»C------j
OHP&,
FOR WORK IN THE
"NO PAR�`�`'G"
_------- ---- - I --
1 \ \ �PSQ� -- ---
"NO ---- - - - - '� � Q- RIGHT-OF-WAY
\ K
S LINE PARKING EASEMENT REC. NO. = o SEE SHEET C208
4'GATE P 24' ACCESS EASEMENT REC. 0. REPLACE EX CONCRETE N Q
\ IE 12"PE: 474.97' \ I \ 20010529001666
- - - - - - - - - N88°18'27"W 330.21' \ \ "STUDENT PA M, • ..'I
. 7" - - - - - \ 20010529001666 & SIGN EASEMENT REC. NO. CURB/GUTTER c>
E° E . SRW' 20010529001668 \ \ BY PERMIT ONLY SIDEWALK, AND ' ..�
�'
♦ D .'r -:p- ►. _ .D _ E..D - F -E --------\ -- -6_CC ASPHALT PAVING 30'
_ ♦.._. - . ,• - ► ^ - - - - p• :-• .. GW. ► `.p ' �. .• -_ • p--• , • .° . - CG-- _ _---------------5��----------- I I.D .
GGqq EE
:.. " p BEN�H.. i •• = :,: ' D:•' !' 476T99 EX T° , - - - - - - - - •b ! •• ► ..D °D •. ,---------------0------- - • • ►i
APSE �� -TpE : • 5. »STOP:.
( ) SYNTHETIC GRASS F - - _ \ C - \ ► -
_ / N00°00'50"W 8.08' 5'CLF e 5 eW • D . > ' D h D - 1 ►
a r i 11 1 - • per.-. • A. _ .►►_ _ .► .. ,,- • 1 '-•'• •' -475- - - - - - �4._1 "S:'. .:• 4 - I •° ► ' •.. .�I' •'�''1: III I473,
• �1'L'• ''
.. - 5'C'W • • R D . CB RIM: 47 .. �R ..
:. : . _ - --------- �- IE6"PESE .5'
; ; `4'c,VI N88°16:50°W 55:73' ;: '` 4'CLF• ° ,. r� 474- I ( d .
I ---- y r 6"D C ❑ �' IE 6"PE(S): 7161'
4 IA.
11 111
1'q F I
11 I
1 ,IIII I II III I 1111111111 111 I „IIII, 111 III I 1 11 11 II � I1 A' I _1I1 I 'I' • '---------------- o '!+••• '.
" I I I I I 11 III 11-4 I 11 I II 11 11 I' I 11 11 11 I'1' I II SPEICTIbY I II L�USI' E1 " I I I, 11 mot' i 1'� II Y Lu
�+ II 1 1 1 1 ,1, 11 11 ,I, tit I I ,I, III I 1 Ip 11 1 1 I I " I I -1 SDMH RIM: 477.04' �>\ � 6 PSD 10'CLF _:. .° -o
Y7 , 1 1 ,, 1 1 1 / 1 1 I I I 1 ,, I 1 1 I I , 111 ' " 1 , 1 1 1 I' I 1 1 1 1 1 1 1 1 IM I I I I I SD , I IW �_\ ,n I I IE 6"PE(W): 7171'
m 11 I I 1 I II I m1 111 I I II 11 pll'� I I {V�
t p I 1 p I YO` A I I 111 11 I' I I " 1� � I V if fR I f FyA I< GI I I I I I DIR I I / ) p / .. \ I Fr �' D I I IE 6"PEW 7166
`=Y ,1 F� (�/{�71 I W CHIMNEY COVER
1 I I 111 111 I � 11 1 1 I T--` 1 1 1 ' I I 1 1 11 1 I -' :.• � -D• - 6" G (n i-
tn 1' II 1 " I II ,1 Q 1, 11 I 1 1 \ IE 6»PEE :471.34' \ D.. ► r
11 11' 1 I I '1' 11I 11 I III I II a I 11 I I 1 I' I I 1�� 1 I' I GRASS () 471.1
11 1 : 1 •. ' . I
( )b
J L IE 36"CMP S 471.34' I \ Sp / (pSD 6 SD L I '• ° ' ' I 61M 1�
j Ip cel' I I I III I, I I I I /��SI'I�/I - '$ CEgTQIRIVAT�0�1'IC�I ��r�1 1' I '1' M u1 PE ILi41N F1' $ '1' I 1 ' I () CB TYPE 1 \ \ I ' ► SMH RIM: 472.51
11 II 11 II 1 11 rI1 11 11 1 11 11 „ II
H2O LEVEL:471.34' IE iiP€.-474.-5 ' I RIM: 473.6 \ �, ` -• e 0°PE(E S)
I I
" I �" BTM:467.64' I I IE 4"S):471.86' \ - \SD 6 PSD r -� SD CB RIM:473.30'j� - i
C I FO N .I. C. \ IOC: r IE 6"PE(E):470.60' \452.90'
" I o \ CB RIM:472.63' 1 pH" O; ^ PUNCHED 11 11 III , �
o I I 1, I 11 IIII I I' 1 IIII 1 I I I I I '1' ) IE"PE(W): 471.16'
In II I I I I 1 Ip 1p ql 1I I " � I � ,II 1 '11 '1' I ,I,o ,p 1+- d� � I " CB�IM:471.86' "AS IE 4"IP W 470.50' N -
1� 6"PE(E): 471.16' \ p '' �, HED 2" B AS� DISK IN CONC
I 11 II I III 11 po 'I��M(2�1 H,�MIB AN PI'F,Nbj P 111N'4 RIO ' $I I' 1' 1' 1 ' 1 1 m I " I I w o BTM:468.70'
1 1 I111 1 III III III I 1 �' 11111 2,1 Rdv A�'E=�' 111 ►y ' V 1.., Irl I\II MR, ' I I IIII I I I I I 11 I I 1. I I I I 11 I y m\ I c , IE 6"ADS(E):470.7�3',, � DOw 4 621
,, I 1 I 1 1 1�1 1 �� 1 1 '' c� PIPE TYPES &SIZES _o I 1 mlp I I Ih' pp Ip I' I / H2O:471.16' IE 6 ADS(W):470.6R J I� 611 ( ): 70.3630' (- 321 'p1 I " " 1 11 " I BTM: 469.36' -\ IE 4"IP(E):470.36 �,. I 111 � "11'D�J112"' b1Ft " II 1' m1' 1 1' " II 11 11 76.9 \ I"I I'1'I'I II 1 I I 'I' I' I I I �/ (PIPE 7YPES &SIZES \ BTM:468.68' CONFIRMED) _ I CB RI�1:47�55'
a I I I 1 ql it BTM:470.10' a
1 I 1 I I R I I 11' '1' 11 111 11 1 I III 111 ' III (PIPEL r • ..• ► c ): ` -43260 1
11 1 1 I 1 I I III 1i1 I fD I I 11 III I 111 II' 111 'I' 1 \ PIPE TYPES & SIZES J -
I I II p �%I, SHEY P14 milm�1 IEEE �►�TI AI, II I 1 II ql 11 I v / CONFIRMED pIF 0
,1, 1 1 IIII 111 1 1 I 1 1 1 1 1 111 I 11 ,, 1, 1 1 '1' 1 1 I I 111 I ,, 1 I II' I 1 1 1 111 I / I ) \ CONFIR EJ
I I 1 I ,III 11' I I III 1 1 I I I I' I 1 1 I I I I I I I 1I I I I 1 11 I I \ "STUDENT �, IE 18 PE N �7
11 11 II 11 II 11 11 111 I /I U 6CC
m I�IdIgq�BN I I ,11111 IIII' IIII 111 111' 1 'IIII 111 111'1 III 11 '' 111111 11I 1 I 1 I I' 11111 1 1 N
U CONFIRMED)
> I II „ I 1, 11 III 1, II II I 1 11 I 1, 11 1 IN COMPLIANCE WITH CITY OF RENTON STANDARDS
O 1 ' I I 111 111 'I' 1 ql 'I' I I, 1 I 111 II' C I II, ,I, 111 1 1 1 ,I' '' ' 1 1 1 1 1 1 I ' 1 I 11 'I' �L
I ,II 111 � '11 '1' I 1 III Od II '1' 'I' 11 I I I I II, ,II 1`I ,II III 111 �1 1 111 I I 1 11 1 111 1 1 PIPE SIZE CONFIRMED AS 36 I \ � n
E p p I I p III ql II' 1' I 'I'1'I IIII I I I' 11 I d� E ASS '1' IIII II o "ASPN " SPN
11 1 IiCITr� I N I ,I, 1 1 1 1 I I I I , I I I 1 A
p I 1, 1, I 11 1 11 1, 11 " Y
rn I y I p q �1' �I I I I 11 I 1 I I I r� II II I I I I 1 I I I I I I 1 I 1 '�� I z I TENNIS TENNIS
11 11 1 „ I I I1m��1 11 11 " , 11 11 " 11 " " 1 _
= 11 I1 11 ,, 111 11 , 11 0
111 '1' 'I' 1...�'11 III 11 11' '1'YI', ",, I '1 'I' I'I,II II 11 I I I I 11 III I11 III ' , I11 "111 DEVELOPMENT NG
C 1 1 1 1 1 I I I II' ' I I, 1 1 1 1 111 h oil II' 1 1 1 1 I 1- I I 14y\�Alyl / \
I I 1I �/,{ I „ III 111 11 II' Ih="•y/J m oNR�" I pURT" '� LO ENT ENGINEERING
11 11 1 I I I 1 I , 11 c%11 11 I I1 .L,111 111 I 11 11' ,II ,II 11 111 111 , 111 ,I, 111 I 11' ,I, , 1 IT /
N 11 I I 1 1 1 1 I II' 1 11 ,I, 111 11. III , I ,I, 1 11 I� ,I, ,y ^ I� \
T I E 11 ��lq�LLl' I D II I 1
G 1 111 11 „ II 11 , 11 II ' 11 11 II 11 11
I I I
0 II II 1' p III I p 11 III ql p III 11 I q p I I I 11' 1 / I rFnmuc nl x
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