C150

500 S. Figueroa StreetLos Angeles CA 90071Tel: 213.327.3600Fax: 213.327.3601

©

SUNSET BRONSON STUDIOS

5800 W. SUNSET BOULEVARD,LOS ANGELES CA 90028

ICON AT SUNSET BRONSON STUDIOS - OFFICE TOWER

*1 DOWNSPOUT OR STORM DRAIN PIPE COORDINATE

THE LOCATION AND INVERT WITH PLUMBING ENGINEER

UDSON BUILDING EXTERIOR WALL (PER STRUCTURAL)

REVERSE BEND TRAP OR HOODED OVERFLOW WITH STRAINER.

I LANDSCAPING/ PLANTING OR VEGETATION

CONCRETE OR CMU STRUCTURAL PLANTER

WALL WITH WATERPROOF MEMBRANE PER

STRUCTURAL PLANS

PACIFIC i CM , ^ X x £ Is

z I 2

2.0' MIN i o z

sco g il I

COBBLES OR SPLASH BLOCK

3" MIN. MULCH FOR PRETREATMENT 24" MIN. (36"

PREFERRED) SANDY LOAM, MINIMUM INFILTRATION

RATE 5" PER HR OVERFLOW PIPE DRAINS

TO PROPOSED SD UNDER RAISED PLANTER. SIZE

PER PLAN

2U °° I 10" F3 I I X]> gggggggass ro Ex N 8" 10" A1 SEE F1 F1 FS si ARCHITECTURAL

AND STRUCTURAL DRAWINGS FOR L.I.D. WALL CONDITIONS AT BUILDING ENVELOPE TYPICAL

TRIBUTARY AREA I 4< I A< / < W2 co I tr> .

I V-*. m 356.75 TG

352.75 INV •FS-iW jOp ^—FS 1 A SD7 FS FS FS FS FS Gensler -j CO

FS-^—FS m

FS FS FS FS FS FS FS FS •FS— B n— i FINISHED SURFACE w w w w w w w w w w w w B

L PERFORATED © PIPE, * . ,

] Xyf I 3" CHOCKER (T'-T' WASHED PEA GRAVEL)

•c SDlX 362.15 TG CM o XX

SD3 SD7 At I 357.90 INV £ STORM DRAIN OUTLET PIPE

I / I SD SD 362.30 TG SD8 SD6 XL4 \ J!O50%_

X- SOLID SD4 360.93 INV. A (WATERPROOF

\ MEMBRANE SD8 X - 12" OPEN-GRADED

WASHED GRAVEL, APPROX. f-1^" DIA. PER ASTM 448 N0.57

4 4 1 F5 ?# D1 360.82 INV. £ s v

s CL 360.78 INV. PIPE J. f: a

SD6 CIVIL • " & I "ft K M KPFF Consulting Enginering 6080 Center Drive, Suite 750 Los Angeles, CA 90045

T 03Z7 : F6 I ADDITIONAL

WATERPROOFING ON BUILDING AS NEEDED

A1 r i Consulting Engineers

% /FS-SD1 S=0.50/S FS FS TREATMEI rrB w MIN. I \ SD r\ 1 r 362.90 TG A < 41 4

SD4 %" 362.00 TG 360.90 INV. 362.10 TG 360.84 INV.

8" 360.65 INV. 8" ) SD4 A3 F2 "F1-> « 41

I < A • < A TRIBUTARY AREA o I LIMIT LINE OF LOWER LEVEL (TYP.)

4/ SD4 I 8 4 « A «j A <

SDlV^ A s S=0.50% MIN.

> 8 HL _ 8 A2(B) TREATMENT PLANTER ~1 361.20 INV. 355.05 I INV.

8 361.15 INV. IlllllJ SD7 >MSD8 1 PLANTER BOX DETAIL SD6 J 8 N.T.S. jXj • 361.12 INV. 361.23 INV. Y SD7 IL r' m 7. Ui c •• NOTES: SD8 a H 3 n 8 i SD6 1. STENCIL MATERIAL SHALL BE TWO-LAYER RESILIENT THERMOPLASTIC WITH 30%

GRADED GLASS BEADS, 3.15 MM (125 MILS) TOTAL THICKNESS WITH BEVELED EDGES. MATERIAL SHALL BE AASHTO DESIGNATED M249-79(86), EXCEPT THAT MATERIAL SHALL BE PRE-FORMED.

SD v 8 I I 361.1 INV. p • a 361.06 INV. JX • SD7 a 364.00 .TG £9~~ © A3 SD4 MA 360.34 INV.

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TREATMENT PLANTER 355.05 361.09 INV. A6 358.70 TG SD7 SD7 INV. I I 354.40 INV TRIBUTARY AREA 8 l 2. BEFORE APPLICATION, PREPARE P.C.C. SURFACES WITH A PRIMER SEALER.

STENCILS WITH PROPANE TORCH HEATING, PER MANUFACTURER'S RECOMMENDATIONS.

APPLY A4 SD8 360.94 INV. SD7 SD8) E TRIBUTARY AREA 361.00 INV. 7 Rfi 360.91 INV. I 8" SD7 SD1 8" S=0.50% SD1 S=0.50% MIN. 82 MIN. JZrJ SS1 3. OTHER GRAPHIC DESIGNS THAN THAT SHOWN BELOW ARE SUBJECT TO APPROVAL. SUBMIT FULL-SIZE DRAWINGS AND MATERIAL SAMPLES TO THE CITY ENGINEER BEFORE APPLICATION.

364.00 TG -\SD4 • n 359.97 INV. if* 8" PDP SS2 I ©"X, 358.55 TGQ 35X50 IN#

SS3 o | A Issue Date Issue Description

1 01/17/14 50% SCHEMATIC DESIGN

a i u A2(A) TREATMENT PLANTER

• rlL ss s > ss ss V POP I 358.98 TG & SD5 • 8" VCP 357.30 INV a 2 02/07/14 100% SCHEMATIC DESIGN SS5

f SEE B-PERMITXPLANS FOR DETAILS \&

360.79 INV. 359.30 TG 0/ I SD SD7 CO SD5 3 04/02/14 PLAN CHECK-30% LADBSPDP 357.30 jm NO DUMPING 4 04/04/14 50% DESIGN DEVELOPMENT I 8 A • 360.76 INV. Ml 1 5 06/18/14 100% DESIGN DEVELOPMENT SD7 I D? ^1^

V™

WHITE TOP LAYER -j 6 06/18/14 PARALLEL DESIGN PERMIT SET rT Y1 A 8" miu 1 08/08/14 50% CONSTRUCTION DOCUMENTS _ SD1 8 S=(0.50% MIN. A 8 10/03/14 ISSUE FOR BIDS & PLAN CHECK < r[

SI ft ft VSD8 360.61 INV. A2 o SD7 m4 i \ TRIBUTARY AREA

62^S SD-Ur-

SDlX w ,/ \XL

v I INV ml 360.64 INV. TRIBUTARY AREA SD7 364.25 TG 362.00 TG SD4 SD4 SD1 CO 8 360.68 INV. I 360.00 INV DRAINS TO OCEAN 8 / <D-L w 360.46 INV. 1 359.10 TG SD7 SD4 357.25 INV W. 4" 0 W2 82 I 10" F2 s SD1 356.75 TG xl SD7 S=0.50% MIN. 7 A I 8 CUT OUT TOP LAYER TO BLUE UNDER LAYER

352.75 INV 359.00 TG 358.32 INV^

L.A.M.C. 64.70 W3 on.

356.^ p* X INVTir

362.66 TG — i*

b SD7 SD6 S=0,TiiCi%17iiAl5J)~ F3 i 358.54 INV i

> 1 1 10" 1 SI SD1. V 360.31 INV. S-O/50% MIN. i

_

2 STENCIL DETAIL X N.T.S. 357.46 TG 356.21 INV

10" KSD6) 361.00 TG SD6 (SD 1 SD8 (SD1 SD1 358.67 INV S=0.50% MIN. 357.75 TG 363.55 TG SD5 SD4 356.75 INV 359.16 INV. 82 SD1 358.50 RIM 356.11 INV. S^0.S0% MIN. o SD9 351.50 INV IN

356.75 INV OUT Aife) TREATMENT^PLANTER ^TREATMENT PLANTER A4 U4 365.25 TG SD7 357.20 TG

356.20 ?NV SD5 360.30 INV W4 358.14 359.05 INV. F4 INV. 8" 358.00 TG SD1 SD4 S=0.50% MIN. VAN Nf SS ^ AiV E UU E 356.45 INV

Seal/Signature

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r>HA>s <CS <2 4c. Z <5-\ t- ^ to

£K No. C48082 70 Exp. 3/31/16 . + >

M, . CIVIL

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REQ'D PLANTER (SF)

TOTAL TRIBUTARY AREA (SF)

PERVIOUS AREA (SF)

IMPERVIOUS AREA PROVIDED PLANTER AREA (SF)

% OF TOTAL AREA (SF) UTILITY CONSTRUCTION NOTES:

13.08% A1 8,961 1,652 7,309 389 396 STORM DRAIN (SDl) PVC, SDR-35 STORM DRAIN PIPE PER DETAIL 8, SHEET C500.

SIZE AND SLOPE PER PLAN.

(SD2) POINT OF CONNECTION 5 FEET FROM BUILDING FACE. SEE PLUMBING DRAWINGS FOR CONTINUATION.

(SD3) CLEANOUT. PER DETAIL 10, SHEET 0501.

(SD4) LANDSCAPE DRAIN, PER DETAIL 12, SHEET C501.

(SD5) PRECAST CONCRETE CATCH BASIN. JENSEN PRECAST PRODUCTS OR APPROVED EQUIVALENT WITH FILTER INSERT. PROVIDE STENCIL DETAIL ADJACENT TO INLET PER DETAIL 2 HEREON.

(SD6) LID FLOWTHROUGH PLANTER PER DETAIL 1 HEREON.

(SD7) OVERFLOW PLANTER DRAIN. PER DETAIL 1 HEREON.

(SD8) 8" PERFORATED HDPE STORM DRAIN PIPE

(SD9) 1 HORSE POWER SUMP PUMP. CONTRACTOR TO SUBMIT PRODUCT INFORMATION

(|D?)

FIRE WATER (FY) PVC C-900 FIRE WATER PIPE. SIZE AND MATERIAL PER PLAN.

(F2) POINT OF CONNECTION 5 FEET FROM BUILDING FACE. SEE PLUMBING DRAWINGS FOR CONTINUATION.

SANITARY SEWER (551) PVC, SDR-35 SANITARY SEWER PIPE PER DETAIL 8, SHEET C500.

SIZE AND SLOPE PER PLAN.

(552) POINT OF CONNECTION 5 FEET FROM BUILDING FACE. SEE PLUMBING ^ DRAWINGS FOR CONTINUATION.

(553) CLEANOUT. PER DETAIL 10, SHEET C501.

(554) PRECAST CONCRETE MANHOLE PER APWA STANDARD PLAN 200-2.

(555) SANITARY SEWER LATERAL PER CITY OF LA STANDARD PLANS.

DOMESTIC WATER (wT) PVC C-900 DOMESTIC WATER PIPE. SIZE PER PLAN.

(W2) POINT OF CONNECTION 5 FEET FROM BUILDING FACE. SEE PLUMBING DRAWINGS FOR CONTINUATION.

(W3) BACKFLOW PREVENTION DEVICE. PER DETAIL 9 SHEET C500.

(W) WATER METER VAULT. INSTALLATION BY LADWP. SHOWN FOR COORDINATION PURPOSES ONLY. CONTRACTOR TO COORDINATE WATER SERVICE AND CONNECTION WITH LADWP.

A2( A) 24,349 24,349 1,264 1,689 Project Name A2( B) 0 48.83% 2,030 2,030 105 125

A2( C ) 7,100 7,100 369 423 4.72% A3 3,236 1,018 2,218 121 123

A4 5,926 0 5,926 8.64% 308 314 (g) BACKFLOW PREVENTION DEVICE. PER DETAIL 9 SHEET C500.

© Project Number AREA DRAINS TO CATCH BASIN FILTER

INSERTS 1,922 05.8890.000 WATER METER VAULT. INSTALLATION BY LADWP. SHOWN FOR

COORDINATION PURPOSES ONLY. CONTRACTOR TO COORDINATE WATER SERVICE AND CONNECTION WITH LADWP.

1,998 6.65% 0 A5 4,554 144 AREA DRAINS TO LANDSCAPING 634

TRIBUTARY AREA IS MADE UP OF ALL LANDSCAPING (F5) FIRE HYDRANT.

(re) FIRE DEPARTMENT CONNECTION.

18.08% A6 12,400 12,400 0 72 0 PER DETAIL 14, SHEET C501. Description UTILITY PLAN

100.00% TOTAL 68,556 17,068 51,488 2,772 3,070

OTHER UTILITIES (jJl) ELECTRICAL CONDUIT, SEE ELECTRICAL DRAWINGS FOR DETAILS AND

SPECIFICATIONS. SHOWN FOR COORDINATION PURPOSES ONLY.

Scale 1" = 20'-0"

y (U2) z GAS LINE. SEE GAS COMPANY DRAWINGS FOR DETAILS AND SPECIFICATIONS. SHOWN FOR COORDINATION PURPOSES ONLY.

FOR APPROVAL.

FOX DRAIN. REFER TO PLUMBING PLANS FOR CONTINUATION. MECHANICAL LINE. SEE MECHANICAL DRAWINGS FOR DETAILS AND SPECIFICATIONS. SHOWN FOR COORDINATION PURPOSES ONLY. (U3)

(U4) IRRIGATION SUBMETER

10' 20' 0 PRECAST CONCRETE CATCH BASIN. JENSEN PRECAST PRODUCTS OR APPROVED EQUIVALENT. SCALE: 1 "=20'

2013 Gensler