Removal Plan TR-2020-022Communi y Development Department
Planring Division - Cupertino
CUPERTINO APPROVED
Case # TR-2020-022
pplication Number(s)
Approval Body:Director/ Staff
Approva I Date 06/25/20
Signature E114 Yau
Case Manager
� 97 L C
/- # #107 /
.� t
#101 #103 �
#102 S/ 08
#96 #99
C
C
Removal Plan
TR-2020-022
5/13/2020
t7#88 #98 375.76 HB \
� L 8 375.�OGD
#t 375.50 HB
#87 L #95 375.45 GND I
` L #90 375.27 HB #105 382.74 HB a C_
89 381.75 GND " I
# 374.98 GND DIRT pA� 382.94 H � p
382.82 GND LO
373.70 HB 381.13 T01�
#9 2 * 373.80 GND I 3
L
g 831.24 HGB#93#94 ND 382.30 HB \ �'
2.08 GND 38y
364.92 HB 364.15 HB 373.62 HB 384.29 TC
364.86 HB 373.31 GND \ 383.81 AC
364.36 GND 363.91 GND
�#303 \°�� S JT
\ y 382.66 TOP \
365.27 HB \ \
365.21 HB
365.22 GND
4 79. 1 #302 364.94 GND 383.3
C7 O
r DM SDDI 372.99 HB 382.75
5 CONC.335.62 TOP OF 373.06 GND
329.79 INV 24„ RCP (OUT-N) \ 372.95 HB 380.23 TOP 380.28 LQ)-�
/ SDMH \ 372.56 GND \ \ 8 TC
#306 347.71 RIM j 335.62 C
339.26 INV 1/DUCT (IN-N) 370.27 HB 371.81 HB \ 376.79
/ 334. 335.15 C 370.31 GND 371.59 GND \
4" PVC/(�1N-E ABOVE 24") /335.65 C #113 �� '�9
GRASS FIELD ,o \ 1 / "I
327.3 INV 24" RCP (IN-W) 34.5 371.20 HB
327.33 INV 24" RCP (OUT-E)/ 335.09 C 31•-W'90 C \ 357.54 HB D�R� PPS 370.88 GND 377.86 TOP \ 4 L I N 2" CTIL /
�S 07 1 357.50 GND #110 #114 3 9 L ,�, 62.42 I12" RCP(OUT 3NV
12 RCPj
rah \ 370.39 HB S
/ / 331.03 C 357.44 HB 369.99 GND I � ,
318 #325 \\\ \ \ 356.92 GND #111 �
# \
2 � #112 #115 I 368.59 TC 368.62
#308 / #319 #117 368.08 FL 368.73 L
E 0 368.23 LG 8.93 FL v
J t #109 370.43 TC lie- �
TREE \ #320 #322 L
�8.96 LG
80 v 370.118 LG 367.62 TC
#310 #312 t \ # \ I 67.19 L \�
TREE 311 1 J 326 336.13 TOP
# 317\ #321 # 368.23 TW
1 # #119 ,
D E SD 8" " Q 3 #327 333.30 TOE \ 353.52 HB 366.84 TC 6.54 BO 368.23 TW
,tREE REE_ # S \ 353.44 HB 353.45 GND 366.44 66.17 C 364.94 BOW
l \ 352.78 GND GRASS FIELD #120 366.49 66.17�9
314 \ \ #300 \\ •92 BOW GARAGE
�365.34 TC
I 333.23 TOE AS T 4
\ \ TRANSFORM
I355.
315 \ #74 \ 346.55 HB 63.16 RIM # \ } \ 337.34 TOP 346.46 GND \� I 3 . INV 1 " PV 365.20 TC
299 J 337.02 TOP \ 1 _ _ _ _ _ 339.94 TOE \ 344.63 TOE 346.52 HB 36 .9 356. 6 I V 12" CP �d154.70 AC
333.86 TOE 346.49 GND \ 357.29 RIM 363 31 362.82 CB
J s0 #79 \ 333.35 TOE / 361.5 L
334.95 C 35.58 C 45.71 HB 347.89 HB (IN) 361• ��� 89 C 46 V 12"
\ � \ � 34 .31 GND 350.20 TC 350.95 TC #125 350.19 INV 18" RCP � 35 . INV 12"
2 1 T�2EE #328 78 / 337.13 C � ��R( PP�� 347.85 GND 349.54 HB 349.74 AC 350.52 AC 344.58 INV 36" RCP (IN) #12 -� 3.32 C
/ \ \ / 349.29 GND 344.52 INV 36" RCP (OUT) c%361 6 T 3 5 C 351.68
I \ 345.71 HBTrI8 I 1 VC
I SO 334.14 TOE "33 .56 TOP \ / \ 345.75 GND 349.73 GND 351.25 AC , 8436
IU7 347.63 HB 122 358.80 T 3 TC
TEE i .68 OP 337.31 TOP 337.13 # 51GN
' I J TREE � #73 343.09 TOE 347.50 GND 34 . #123 358. 62.5 (t7 36
\ \ 349.58 GND i LG
348.21 TC 349.44 HB 352.40 TC 3 C \ O
� 349.69 TC
I I 347.91 HB ASPHALT 355.97 TC
I / O 343.05 INV 12" CONC �_ #72 349.32 GND 351.89 AC 355.50 FL` g 2 362.83 FL
348.16 RIM 349.08 BW 349.16 BW 355.59 L� 358, �� 3 2.90 LG
cA 341.03 INV 12" CONC (IN) 08 AC A
348.92 HB ^ 8.41 GARA E
340.83 INV 12" CONC (IN) 349.04 BW M 49. 5 / /�
o I 1 4 \ 348.80 HB 8.88 GND 48.03 HB 335.89 INV 36" CONC (IN) 348.89 TC 3 .1 A 348.90 RIM O // o �S035 .1 SO 3E
GRA j \ 348.12 OMM BOX 345.25 INV 12" PVC (IN) C3 ` C
79 348.57GN �R "3 8.21 TC lr V CONC (OUT) 346.64 INV 8" PVC 9 TC 351.71 TC 3 HC RR• 57 /�
R 340.43 INV 36" 353.96 TC 24
330.61 INV1�C0 � 49.36 HC 349.09 351.22 AC � '` EVE
fib 348.1 FL TAG 77 349.34 C 349.40 HC 340.31 INV 24" CONC (IN) 353.49 FL 6.00 C �SS \
(/j / \ 348.39 SSCOk4N(7P348.41 TOP / 347 4 F �a84 L 350.27 9.11 C 349.13 340.19 INV 3 CONC (OUT) 353.56 / O / 355.44 FL 35V�2
348.81 HC / 355;48 L 35 }y ROA 00� 358.7 B
348.55 TC 47.88 LG 348.93 Bl�% / 7.11
348.09 .14 T 348.03 FL HHH \35 6.76LHC S /
48.18 TC 348.56 T 349.58 TC 350.96 TC 4 C I O \ 0
34817 CG /- 7, 4 FL 7'L6 �_ 348.54 TC 348.11 FL R 349.11 AC 350.53 AC 351.54 35 1 C \ - j
a \ �p / Gj�/ / 348.62 TC 347.77 347.82 LG 3�k8 A8 F�_ 34821 LG 348.79 TC 349.07 H 350.0350.5
TC 5 L / / / 3.84 F 357 4 TC
349.40 HB 348.17 36 348.19 LG 3 �H ` n r351.12 LG 51. C 353. G 357. 1 C
\ \ ✓�� 15 / 7349.56 GN 34 LG H S 4 2 V 48.16 G - 348.99 TC 348.44 LG 348.76 A 9' _" Cam` �� _ f� Q/ 1 58 FL EB 35 . AC 357.4 L LG'
!y 35 .86 TC 357.75 TC \ 357.6 L
#75 349.03 TC �� 348.4 C 3 L 348.5D � 349. T 348.77 FL �� � �
\ l 350.05 HB / 348.57 F \0 9 I 8" PVC(IN) 350.1�'T� _/350.39 L 357.31 AC \ . 358.
\ V �° \ ✓ 349.82 GND 348. LG / 34-M I 349.71 AC 350,�k4 LG �� 358.1 C 358.46 S
_ 351. RIM 350.35 HB �R� P P 34 .0 G 348 #334 w 349.78 AC / 352.76 FL \OQ P \
- \- 350.29 GND 348.6�TC 0 FL " CONC 39pB (� 351. TC GS 357 AC 58 4 L
S 344.8 INV 8" PVC(IN) 35 .
�1 \ / yq 342.02 INV 00 F 351LG �� 354.54 BW \
zc- /� ��G� FL 40.44 I " C 30.B7 3 16 TC 51 LG G 358.11 TC 0 c� / .62 ItT1( 8" PVC(OUT) 350.13 HB 33 349.
\ / \/ 350.04 GND �0/ %Q LG #E 349.15 T C / S ' 357.67 AC 358 1 AC
'LU
NV 47.1 WM
348.54 AC 349.25 FL 3 .68 i1 IRR CAB
c\ ``�� TRFF EB � • • ^ 34A 3 Fw 349.39-L-G 3 9.79 LG � / 1.62 B e G 2.37 B �,
� 3Z48'
\ #__ / __/ � 345Z7 Q 15 349.65 TC 348.69 AC #347 to be removed P � G • � \
1. 9 TC 5 4 3 T� 34 .72 BW
35 FL DRIVEWAY / 351.30 HB 31 342.E V�12 349.24 AC
352.26 BW 3 0 FL
351.30 GND #-- 1 TC•5 18" 332 /�� v " 1.38E 8• \ \ BFP
350. 2 LG \�J �' N 351.67 BW 350.77 HC 349.48 L 51.04 BW .
O 350.90 HB j41.88 INV ,o
/ /3 9 4.FL�31 #334 to be removed 349.80 BW
0 350. HC 349.9 H� 3 1 341.83 IN 349.83 TC 42 TC Lc 35 . RIM
v 350.71 HC 351.31 HB 350.03 HB •yo arc 34 . C 3 BW 0 5 M 353.21 INV8"rDALE(IN)
349.56 AC �. ,., r r .21 H 349 IAM 6� 349.78 BW \ 3 056 RI �353.15 INV 8"(OUT) 359.00 TC
5 VLT
.90 HB 31 9.56 TC 3 �ATC a #333 to be removed
348.87 FL g g L r E 343.09 INV 12" RCP(IN) ♦ 1 �- • 358.60 AC
35n.o ac _ �� v
9 G SP LT INV 36
349 LG 349.02 LG 349.08 LGS8 LG MAT LINE S ; #332 to be removed Gj0 o 351.79 C 341.86 INV 36"� RCP(OUT) � 358.80 AC �
\ \ 350.99 TC 350 350.24 TC 349.82 TC �� 350.89 C ' 350.27 �Q / 351.96 C
351.16 T l50:53-FL � 349.78 GL 3 9. W 349.36 FL '�y'�� / 349.68 BW W
350. cn 350.03 51.0 C ��{,Iv J 349.98 TC / 349.90 AC �4
D 8 FL 50.58 LG 350. �� 349.86 34 5 FL 3 49.82 TC AC \I f` �\ `' ' W / I
349.56 AC 352.14 C
SS 351.46 FL-3<59.73�G 4 v 0 �
�_ �- ��_ C 49.63 L 3 0 FL � 351.80 GR
352.26 T 351.53 LG " 350.28 TC #331 to be removed 350.78 TC / 00 352.03 T A o1aM R
FJ L 351.07 TC 351.10 TC 349 76 FL 0.21 BW / 350.20 W 349.34 G 348.62 GR 3 .76 350.47 AC ' �O 350.04 BW 346.53 INV 4" PVC
3 150.21 FL
351.86 LG 351.48 T 350.53 FL Y 50.34 LG O 343.79 INV 12" RCP(OUT) 344.85 INV 12"
351. 7351.48 FL W 6 350.33 HC v #12 349.02 OL 0 3 B 344.81 INV 12" \
VI
06 L 35 . 2 HC
50.37 BW .14 B 344. INV 8�VC(IN) p
M 351.45 BW 350.13 BW NC S WA BW 350.19 3 . 5 INV RCP 0 ASPHALT 350.54 TC 350.76 C 350.45 TC ' W
350.64 BW ( 350.61 AC 350.04 AC W
3 .28E 50.29 /'
�-✓"� 351. RIM tiY 351.17 B 350.35 BW 349.92 TC 6 M \ �O ♦^
3 20 HC 351.51 TC 349.92 FL 3 2 gW 7 349.86 v♦ \
346. IN 1 " RCP(1 351.45 BW 350.04 LG #
351.10 TC 350.58 EW 350.33 BW / / 1 '
343. 1 INV 14' Uj
RCP(0 T 352.0 TC 3 3 BW CONC 350. C \ 350. TC ' 350.98 BW z
#132 350.64 AC 350.92 TC 9.44 GR " 350.90 EW \
343. IN 12 CP(IN) 131 350.43 AC iv °� �Of, 35 . AC
352.77 251.6 NV 14" CP(OU # #1 344.78 INV 8" PVC44 \ \
#133 #12 344.61 INV 8" PVC 50.572EW��_11k 50.55 3 .94 TC COL � 351.26 TC AM /
0 350.98 TC Q 3 55 HB COL 350.88 AC
344.59 INV 8" PVC I ' J / �
350.52 AC 351. TC 350.56 / T
EB 350.60 350.64 BW 351.95 EW 8S W � 351.09 EW 351.01 BW ' 350.98 BW 2 ' 1-•
d351.16 BW 350. AC U / �P
❑ / 351.97 H 350.87 � °S I''
351. TC 350.89 TC O � 351.33E / ~ „ham
TQ AC 1 3W.8 AC 350. TC #130 350.43 AC ASPHALT / EB AMP • 351.38 B \ / a
350.61 TC 351. s s
O
ASPHALT AC 350.14 AC 07 TC 351.93 EW 1b, 351.26 T • 8"p� 8 r 3 1. 9 BW
0 350. AC �� 1 51.94 HB 351.60
13 349.68 GR p '
# 351.26 TC 6v__
7.22 INV 8" PVC(OUT) -SD 351.26 54 BWEB C350.79 AC SD �350.6�T 352.06 BW SD X SA350.19 47 62 INV 6"349.74 GRPVC(OU) 352.14 W 0\ �350.60 GR 351.74 BW 3 0.41 C W347.42 INV 6" PVC / D
347.34 CB 350.116 AC 345.80 INV 8" PVC �O q W - "V 1 0 \
347.34 INV 6" PVC(OUT) /
351.00 TC c�Q 145 350.65 At, 351.19 BW iv = 350.64 GR
350.54 A 35 . C 350.86 TC `� 347.79 INV 8" PVC
#143 4 350.96 W 350. AC \ 1 52.18 E 346.34 INV 4" PVCUA
350 TC C \ BUILDING W I.I.I 346.04 INV 8" PVC \ �/
350.95 TC 3503 351.00 B \ 11 EW
U) \
Ill
Z
GRAPHIC SCALE J
20 0 10 20 40 80
U
a�
n (IN FEET) Q
0 1 inch = 20 ft. CC
0-
THE FORUM
SENIOR
COMMUNITY
UPDATE
MEMORY CARE
SMITHROUNJI?
301 BATTERY STREET
7TH FLOOR
SAN FRANCISCO, CA 94111
415.227.0100
www.smithgroupjjr.com
ENGINEERS I SURVEYORS I P LANNERS
ISSUED FOR REV DATE
SUBMITTAL 4 3-21-2019
REVISION 8-28-2019
SEALS AND SIGNATURES
SHEET TITLE
�o QROF ESSloyi,
SWg �yso�F��
cL
w M
af N 646
�q�F oFIV01P
EXISTING
CONDITIONS
PROJECT NUMBER
C1
I
SHEET NUMBER