MAINS: MAIN LUGS ONLY 152 KVA <---- 80% Rated Breaker ----> 152 KVA 422 AMPS DATE ISSUED:
THESE VALUES SUMMARIZE THE LOADS FROM ALL PANEL SECTIONS panel13.xls 05/12/98 DATE PRINTED: 05/12/23 X NEC 220-13 = <----- RECEPTACLES % 33% 33% 33%
MOUNTING: SURFACE 121 X 1.00 = 121 <----- OTHER AMP 338 338 337 ====== ======
BUS SIZE: 400 AMP BUSING 121 KVA 337 Amps 121 KVA 337 AMPS TOTALS ----------> 60.3 61.1 <-------- TOTALS
For Office Use Only ADDITIONAL FEATURES:
VOLTAGE: 208V, 3Ø, 3W CONNECT DEMAND DEMAND PHASE BALANCE
LOAD (KVA) FACTOR LOAD (KVA) ABC
S.C.A.: 22,000 AIC RMS SYM. X 100% OF LOAD = <----- LIGHTING KVA 41 41 40 PROJECT: PALM NIPOMOLOCATION: MAIN ELEC RM PANEL - LEV3 (FUTURE) LOAD (KVA) C. B. C. B. LOAD (KVA)
LOAD SERVED LTG. RECP. OTHER AMP POLE A BC AMP POLE LTG. RECP. OTHER LOAD SERVED EV CHARGER 3.4 40 21 * 2 40 2 3.4 EV CHARGER
3.4 --- * --- 3.4
EV CHARGER 3.3 40 2 5 * 6 40 2 3.4 EV CHARGER
3.4 --- * --- 3.4
EV CHARGER 3.4 40 2 9 * 10 40 2 3.4 EV CHARGER
3.4 --- * --- 3.4 3.4 --- * --- 3.4
EV CHARGER 3.4 40 2 25 * 26 40 2 3.4 EV CHARGER
3.4 --- * --- 3.4
EV CHARGER 3.4 40 2 29 * 30 40 2 3.4 EV CHARGER
3.4 --- * --- 3.4
EV CHARGER 3.4 40 2 33 * 34 40 2 3.4 EV CHARGER
3.4 --- * --- 3.4
SPACE 37 * 38 SPACE
SPACE 39 * 40 SPACESPACE 41 * 42 SPACE
EV CHARGER 3.4 40 2 13 * 14 40 2 3.4 EV CHARGER
3.4 --- * --- 3.4
EV CHARGER 3.4 40 2 17 * 18 40 2 3.4 EV CHARGER
3.4 --- * --- 3.4
EV CHARGER 3.4 40 2 21 * 22 40 2 3.4 EV CHARGER
MAINS: MAIN LUGS ONLY 152 KVA <---- 80% Rated Breaker ----> 152 KVA 422 AMPS DATE ISSUED:
THESE VALUES SUMMARIZE THE LOADS FROM ALL PANEL SECTIONS panel13.xls 05/12/98 DATE PRINTED: 05/12/23 X NEC 220-13 = <----- RECEPTACLES % 33% 33% 33%
MOUNTING: SURFACE 121 X 1.00 = 121 <----- OTHER AMP 338 338 337 ====== ======
BUS SIZE: 400 AMP BUSING 121 KVA 337 Amps 121 KVA 337 AMPS TOTALS ----------> 60.3 61.1 <-------- TOTALS
For Office Use Only ADDITIONAL FEATURES:
VOLTAGE: 208V, 3Ø, 3W CONNECT DEMAND DEMAND PHASE BALANCE
LOAD (KVA) FACTOR LOAD (KVA) ABC
S.C.A.: 22,000 AIC RMS SYM. X 100% OF LOAD = <----- LIGHTING KVA 41 41 40 PROJECT: PALM NIPOMOLOCATION: MAIN ELEC RM PANEL - LEV4 (FUTURE) LOAD (KVA) C. B. C. B. LOAD (KVA)
LOAD SERVED LTG. RECP. OTHER AMP POLE A B C AMP POLE LTG. RECP. OTHER LOAD SERVED EV CHARGER 3.4 40 2 1 * 2 40 2 3.4 EV CHARGER
3.4 --- * --- 3.4
EV CHARGER 3.3 40 2 5 * 6 40 2 3.4 EV CHARGER
3.4 --- * --- 3.4
EV CHARGER 3.4 40 2 9 * 10 40 2 3.4 EV CHARGER
3.4 --- * --- 3.4 3.4 --- * --- 3.4
EV CHARGER 3.4 40 2 25 * 26 40 2 3.4 EV CHARGER
3.4 --- * --- 3.4
EV CHARGER 3.4 40 2 29 * 30 40 2 3.4 EV CHARGER
3.4 --- * --- 3.4
EV CHARGER 3.4 40 2 33 * 34 40 2 3.4 EV CHARGER
3.4 --- * --- 3.4
SPACE 37 * 38 SPACE
SPACE 39 * 40 SPACESPACE 41 * 42 SPACE
EV CHARGER 3.4 40 2 13 * 14 40 2 3.4 EV CHARGER
3.4 --- * --- 3.4
EV CHARGER 3.4 40 2 17 * 18 40 2 3.4 EV CHARGER
3.4 --- * --- 3.4
EV CHARGER 3.4 40 2 21 * 22 40 2 3.4 EV CHARGER
MAINS: MAIN LUGS ONLY 152 KVA <---- 80% Rated Breaker ----> 152 KVA 422 AMPS DATE ISSUED:
THESE VALUES SUMMARIZE THE LOADS FROM ALL PANEL SECTIONS panel13.xls 05/12/98 DATE PRINTED: 05/12/23 X NEC 220-13 = <----- RECEPTACLES % 33% 33% 33%
MOUNTING: SURFACE 121 X 1.00 = 121 <----- OTHER AMP 338 338 337 ====== ======
BUS SIZE: 400 AMP BUSING 121 KVA 337 Amps 121 KVA 337 AMPS TOTALS ----------> 60.3 61.1 <-------- TOTALS
For Office Use Only ADDITIONAL FEATURES:
VOLTAGE: 208V, 3Ø, 3W CONNECT DEMAND DEMAND PHASE BALANCE
LOAD (KVA) FACTOR LOAD (KVA) ABC
S.C.A.: 22,000 AIC RMS SYM. X 100% OF LOAD = <----- LIGHTING KVA 41 41 40 PROJECT: PALM NIPOMOLOCATION: MAIN ELEC RM PANEL - LEV5 (FUTURE) LOAD (KVA) C. B. C. B. LOAD (KVA)
LOAD SERVED LTG. RECP. OTHER AMP POLE A B C AMP POLE LTG. RECP. OTHER LOAD SERVED EV CHARGER 3.4 40 2 1 * 2 40 2 3.4 EV CHARGER
3.4 --- * --- 3.4
EV CHARGER 3.3 40 2 5 * 6 40 2 3.4 EV CHARGER
3.4 --- * --- 3.4
EV CHARGER 3.4 40 2 9 * 10 40 2 3.4 EV CHARGER
3.4 --- * --- 3.4 3.4 --- * --- 3.4
EV CHARGER 3.4 40 2 25 * 26 40 2 3.4 EV CHARGER
3.4 --- * --- 3.4
EV CHARGER 3.4 40 2 29 * 30 40 2 3.4 EV CHARGER
3.4 --- * --- 3.4
EV CHARGER 3.4 40 2 33 * 34 40 2 3.4 EV CHARGER
3.4 --- * --- 3.4
SPACE 37 * 38 SPACE
SPACE 39 * 40 SPACESPACE 41 * 42 SPACE
EV CHARGER 3.4 40 2 13 * 14 40 2 3.4 EV CHARGER
3.4 --- * --- 3.4
EV CHARGER 3.4 40 2 17 * 18 40 2 3.4 EV CHARGER
3.4 --- * --- 3.4
EV CHARGER 3.4 40 2 21 * 22 40 2 3.4 EV CHARGER
MAINS: MAIN LUGS ONLY 152 KVA <---- 80% Rated Breaker ----> 152 KVA 422 AMPS DATE ISSUED:
THESE VALUES SUMMARIZE THE LOADS FROM ALL PANEL SECTIONS panel13.xls 05/12/98 DATE PRINTED: 05/12/23 X NEC 220-13 = <----- RECEPTACLES % 33% 33% 33%
MOUNTING: SURFACE 121 X 1.00 = 121 <----- OTHER AMP 338 338 337 ====== ======
BUS SIZE: 400 AMP BUSING 121 KVA 337 Amps 121 KVA 337 AMPS TOTALS ----------> 60.3 61.1 <-------- TOTALS
For Office Use Only ADDITIONAL FEATURES:
VOLTAGE: 208V, 3Ø, 3W CONNECT DEMAND DEMAND PHASE BALANCE
LOAD (KVA) FACTOR LOAD (KVA) ABC
S.C.A.: 22,000 AIC RMS SYM. X 100% OF LOAD = <----- LIGHTING KVA 41 41 40 PROJECT: PALM NIPOMOLOCATION: MAIN ELEC RM PANEL - LEV6 (FUTURE) LOAD (KVA) C. B. C. B. LOAD (KVA)
LOAD SERVED LTG. RECP. OTHER AMP POLE A B C AMP POLE LTG. RECP. OTHER LOAD SERVED EV CHARGER 3.4 40 2 1 * 2 40 2 3.4 EV CHARGER
3.4 --- * --- 3.4
EV CHARGER 3.3 40 2 5 * 6 40 2 3.4 EV CHARGER
3.4 --- * --- 3.4
EV CHARGER 3.4 40 2 9 * 10 40 2 3.4 EV CHARGER
3.4 --- * --- 3.4 3.4 --- * --- 3.4
EV CHARGER 3.4 40 2 25 * 26 40 2 3.4 EV CHARGER
3.4 --- * --- 3.4
EV CHARGER 3.4 40 2 29 * 30 40 2 3.4 EV CHARGER
3.4 --- * --- 3.4
EV CHARGER 3.4 40 2 33 * 34 40 2 3.4 EV CHARGER
3.4 --- * --- 3.4
SPACE 37 * 38 SPACE
SPACE 39 * 40 SPACESPACE 41 * 42 SPACE
EV CHARGER 3.4 40 2 13 * 14 40 2 3.4 EV CHARGER
3.4 --- * --- 3.4
EV CHARGER 3.4 40 2 17 * 18 40 2 3.4 EV CHARGER
3.4 --- * --- 3.4
EV CHARGER 3.4 40 2 21 * 22 40 2 3.4 EV CHARGER
MAINS: MAIN LUGS ONLY 152 KVA <---- 80% Rated Breaker ----> 152 KVA 422 AMPS DATE ISSUED:
THESE VALUES SUMMARIZE THE LOADS FROM ALL PANEL SECTIONS panel13.xls 05/12/98 DATE PRINTED: 05/12/23 X NEC 220-13 = <----- RECEPTACLES % 33% 33% 33%
MOUNTING: SURFACE 121 X 1.00 = 121 <----- OTHER AMP 338 338 337 ====== ======
BUS SIZE: 400 AMP BUSING 121 KVA 337 Amps 121 KVA 337 AMPS TOTALS ----------> 60.3 61.1 <-------- TOTALS
For Office Use Only ADDITIONAL FEATURES:
VOLTAGE: 208V, 3Ø, 3W CONNECT DEMAND DEMAND PHASE BALANCE
LOAD (KVA) FACTOR LOAD (KVA) ABC
S.C.A.: 22,000 AIC RMS SYM. X 100% OF LOAD = <----- LIGHTING KVA 41 41 40 PROJECT: PALM NIPOMOLOCATION: MAIN ELEC RM PANEL - LEV2 LOAD (KVA) C. B. C. B. LOAD (KVA)
LOAD SERVED LTG. RECP. OTHER AMP POLE A B C AMP POLE LTG. RECP. OTHER LOAD SERVED EV CHARGER 3.4 40 2 1 * 2 40 2 3.4 EV CHARGER (FUTURE)
3.4 --- * --- 3.4
EV CHARGER 3.3 40 2 5 * 6 40 2 3.4 EV CHARGER (FUTURE)
3.4 --- * --- 3.4
EV CHARGER 3.4 40 2 9 * 10 40 2 3.4 EV CHARGER (FUTURE)
3.4 --- * --- 3.4 3.4 --- * --- 3.4
EV CHARGER 3.4 40 2 25 * 26 40 2 3.4 EV CHARGER (FUTURE)
3.4 --- * --- 3.4
EV CHARGER 3.4 40 2 29 * 30 40 2 3.4 EV CHARGER (FUTURE)
3.4 --- * --- 3.4
EV CHARGER (FUTURE) 3.4 40 2 33 * 34 40 2 3.4 EV CHARGER (FUTURE)
3.4 --- * --- 3.4
SPACE 37 * 38 SPACE
SPACE 39 * 40 SPACESPACE 41 * 42 SPACE
EV CHARGER 3.4 40 2 13 * 14 40 2 3.4 EV CHARGER (FUTURE)
3.4 --- * --- 3.4
EV CHARGER 3.4 40 2 17 * 18 40 2 3.4 EV CHARGER (FUTURE)
3.4 --- * --- 3.4
EV CHARGER 3.4 40 2 21 * 22 40 2 3.4 EV CHARGER (FUTURE) MAINS: MAIN LUGS ONLY 135 KVA <---- 80% Rated Breaker ----> 135 KVA 375 AMPS DATE ISSUED:
THESE VALUES SUMMARIZE THE LOADS FROM ALL PANEL SECTIONS panel13.xls 05/12/98 DATE PRINTED: 05/12/23 X NEC 220-13 = <----- RECEPTACLES % 34% 34% 31%
MOUNTING: SURFACE 108 X 1.00 = 108 <----- OTHER AMP 309 310 281 ====== ======
BUS SIZE: 400 AMP BUSING 108 KVA 300 Amps 108 KVA 300 AMPS TOTALS ----------> 60.3 47.6 <-------- TOTALS
For Office Use Only ADDITIONAL FEATURES:
VOLTAGE: 208V, 3Ø, 3W CONNECT DEMAND DEMAND PHASE BALANCE
LOAD (KVA) FACTOR LOAD (KVA) ABC
S.C.A.: 22,000 AIC RMS SYM. X 100% OF LOAD = <----- LIGHTING KVA 37 37 34 PROJECT: PALM NIPOMOLOCATION: MAIN ELEC RM PANEL - LEV1 LOAD (KVA) C. B. C. B. LOAD (KVA)
LOAD SERVED LTG. RECP. OTHER AMP POLE A B C AMP POLE LTG. RECP. OTHER LOAD SERVED EV CHARGER 3.4 40 2 1 * 2 40 2 3.4 EV CHARGER
3.4 --- * --- 3.4
EV CHARGER 3.4 40 2 25 * 26 40 2 3.4 EV CHARGER
3.4 --- * --- 3.4
EV CHARGER 3.4 40 2 29 * 30
3.4 --- * 32
3.4 --- * --- 3.4
EV CHARGER 3.3 40 2 5 * 6 40 2 3.4 EV CHARGER
3.4 --- * --- 3.4
EV CHARGER 3.4 40 2 9 * 10 40 2 3.4 EV CHARGER
3.4 --- * --- 3.4
EV CHARGER 3.4 40 2 33 * 34
3.4 --- * 36
SPACE 37 * 38 SPACE
SPACE 39 * 40 SPACESPACE 41 * 42 SPACE
EV CHARGER 3.4 40 2 13 * 14 40 2 3.4 EV CHARGER
3.4 --- * --- 3.4
EV CHARGER 3.4 40 2 17 * 18 40 2 3.4 EV CHARGER
3.4 --- * --- 3.4
EV CHARGER 3.4 40 2 21 * 22 40 2 3.4 EV CHARGER
MAINS: MAIN LUGS ONLY 13 KVA <---- 80% Rated Breaker ----> 13 KVA 16 AMPS {4}=CKT. CONTROLLED BY LCP 25% Spare Added -----------------> 20 AMPS DATE ISSUED:
THESE VALUES SUMMARIZE THE LOADS FROM ALL PANEL SECTIONS panel13.xls 05/12/98 DATE PRINTED: 07/23/20 PROJECT: PALM NIPOMO GARAGELOCATION: ELEC ROOM PANEL - H1A LOAD (KVA) C. B. C. B. LOAD (KVA)
LOAD SERVED LTG. RECP. OTHER AMP POLE A B C AMP POLE LTG. RECP. OTHER LOAD SERVED LTG - RAMP 01-ROOF {4} a 20 1 1 * 2 20 1 SPARE
X NEC 220-13 = <----- RECEPTACLES % 32% 36% 32%
MOUNTING: SURFACE 4 X 1.00 = 4 <----- OTHER AMP 12 13 12 BREAKER NOTES:
====== ======
BUS SIZE: 100 AMP BUSING 10 KVA 13 Amps 10 KVA 13 AMPS
(COPPER BUS)
TOTALS ----------> 6.0 4.0 0.5 <-------- TOTALS
For Office Use Only ADDITIONAL FEATURES:
VOLTAGE: 277/480V, 3Ø, 4W CONNECT DEMAND DEMAND PHASE BALANCE
LOAD (KVA) FACTOR LOAD (KVA) ABC
S.C.A.: 42,000 AIC RMS SYM. 6 X 100% OF LOAD = 6 <----- LIGHTING KVA 3 4 3 XXX * XXX
XXX * XXX XXX * XXX
XXX * XXX XXX * XXX
SPACE 23 * 24 SPACE
EF-1 1.3 --- * 26 SPACEEF-1 1.3 15 3 27 * 28 SPACEEF-1 1.3 --- * 30 SPACE XXX * XXX
LTG - 01 ENTRIES {4} b 1.1 20 1 3 * 4 20 1 SPARELTG - 01 PARKING {4} c 0.7 20 1 5 * 6 20 1 0.5 LTG - ELECTRICAL ROOM + STOR LTG - 02 PARKING {4} d 0.8 20 1 7 * 8 20 1 SPARELTG - 03 PARKING {4} f 0.8 20 1 9 * 10 20 1 SPARELTG - 04 PARKING {4} g 0.8 20 1 11 * 12 20 1 SPARELTG - 05 ROOF PARKING {4}h 1.3 20 1 13 * 14 20 1 SPARELTG - PERIMETER 0.5 20 1 15 * 16 20 1 SPARESPARE 20 1 17 * 18 20 1 SPARE SPACE 19 * 20 SPACESPACE 21 * 22 SPACE
(COPPER BUS) {3}=HANDLE LOCK-OFF
MAINS: 225 AMP MAIN BRKR. 14 KVA <---- 80% Rated Breaker ----> 14 KVA 40 AMPS {4}=CKT. CONTROLLED BY LCP 25% Spare Added -----------------> 49 AMPS DATE ISSUED:
THESE VALUES SUMMARIZE THE LOADS FROM ALL PANEL SECTIONS panel13.xls 05/12/98 DATE PRINTED: 04/05/23 PROJECT: PALM NIPOMO GARAGELOCATION: ELEC RM PANEL - L1A LOAD (KVA) C. B. C. B. LOAD (KVA)
LOAD SERVED LTG. RECP. OTHER AMP POLE A B C AMP POLE LTG. RECP. OTHER LOAD SERVED
LOAD (KVA) FACTOR LOAD (KVA) ABC
S.C.A.: 22,000 AIC RMS SYM. 2 X 100% OF LOAD = 2 <----- LIGHTING KVA 4 4 4 6 X NEC 220-13 = 6 <----- RECEPTACLES % 34% 34% 32%
MOUNTING: SURFACE 4 X 1.00 = 4 <----- OTHER AMP 32 33 30 BREAKER NOTES:
====== ======
BUS SIZE: 225 AMP BUSING 11 KVA 32 Amps 11 KVA 32 AMPSIU-1 --- * --- IU-3IU-2 15 2 39 * 40 15 2 IU-4IU-3 --- * --- IU-4 TOTALS ----------> 0.7 1.8 1.0 0.8 3.8 3.3 <-------- TOTALS For Office Use Only ADDITIONAL FEATURES:
VOLTAGE: 120/208V, 3Ø, 4W CONNECT DEMAND DEMAND PHASE BALANCE ELEVATOR #1 RECEPT. 0.4 20 1 1 * 2 20 1 0.4 REC. MAIN ELEC.
ELEVATOR CAB LIGHTS 0.5 20 1 3 * 4 20 1 0.8 TELECOM RM. PARCS SVR ELEVATOR #2 RECEPT 0.4 20 1 5 * 6 20 1 0.5 IRRIGATION CONTROLLERELEVATOR PIT RECEPTACLES & LTG 0.2 0.4 20 1 7 * 8 20 1 1.3 REC - ELEV LOBBIESFIRE ALARM SYSTEM {3} 0.5 20 1 9 * 10 20 1 0.8 UPLIGHTS/BOLLARDSERCSS/DAS DEDICATED 0.5 20 1 11 * 12 20 1 0.8 EXT SITE KIOSK SIGNAGEOU-2 --- * 26 20 1 0.2 LVL 3 FALCON NETWRK SWITCHOU-3 15 2 27 * 28 20 1 0.2 LVL3 INT PKG SIGNAGEOU-3 --- * 30 20 1 0.2 LVL 4 INT PKG SIGNAGEOU-4 15 2 31 * 32 20 1 SPAREOU-4 --- * 34 20 1 SPAREIU-1 15 2 35 * 36 15 2 IU-3MPOED CONV. 0.4 20 1 13 * 14 20 1 0.6 EXT SITE PKG MONUMENT SIGNAGEMPOE DEDICATED 0.4 20 1 15 * 16 20 1 0.6 LVL 1 PKG MONUMENT SIGNAGESECURITY PANEL 20 1 17 * 18 20 1 1.1 E-BIKE CHARGING RECSOU-1 20 2 19 * 20 20 1 0.2 LVL 1 FALCON NETWRK SWITCHOU-1 --- * 22 20 1 0.2 LVL 1 PKG NETWRK GATEWAYOU-2 15 2 23 * 24 20 1 0.2 LVL 2 FALCON NETWRK SWITCH (COPPER BUS)
MAINS: MAIN LUGS ONLY 9 KVA <---- 80% Rated Breaker ----> 9 KVA 10 AMPS {4}=CKT. CONTROLLED BY LCP 25% Spare Added -----------------> 13 AMPS DATE ISSUED:
THESE VALUES SUMMARIZE THE LOADS FROM ALL PANEL SECTIONS panel13.xls 05/12/98 DATE PRINTED: 04/21/23
ACTION BUTTONS
01:22 PM
PROJECT: PALM NIPOMO GARAGELOCATION: ELEC ROOM PANEL - EH1A LOAD (KVA) C. B. C. B. LOAD (KVA)
LOAD SERVED LTG. RECP. OTHER AMP POLE A B C AMP POLE LTG. RECP. OTHER LOAD SERVED
LOAD (KVA) FACTOR LOAD (KVA) ABC
S.C.A.: 42,000 AIC RMS SYM. 7 X 100% OF LOAD = 7 <----- LIGHTING KVA 3 3 2 X NEC 220-13 = <----- RECEPTACLES % 39% 37% 24%
MOUNTING: SURFACE 0 X 1.00 = 0 <----- OTHER AMP 10 9 6 BREAKER NOTES:
====== ======
BUS SIZE: 60 AMP BUSING 7 KVA 8 Amps 7 KVA 8 AMPS
XXX * XXX
XXX * XXX XXX * XXX
TOTALS ----------> 5.0 1.9 0.1 <-------- TOTALS
For Office Use Only ADDITIONAL FEATURES:
VOLTAGE: 277/480V, 3Ø, 4W CONNECT DEMAND DEMAND PHASE BALANCE XXX * XXX
XXX * XXX
XXX * XXX XXX * XXX
XXX * XXX
XXX * XXX
EM LTG- GARAGE S WALKWAY{4} t 0.3 20 1 13 * 14 20 1 SPARESPARE 20 1 15 * 16 20 1 SPARESPARE 20 1 17 * 18 20 1 SPARE SPACE 19 * 20 SPACESPACE 21 * 22 SPACESPACE 23 * 24 SPACE EM LTG - 01 {4} m 0.7 20 1 1 * 2 20 1 0.1 LCP
EM LTG - 02 {4} n 0.8 20 1 3 * 4 20 1 SPAREEM LTG - 03 {4} p 0.8 20 1 5 * 6 20 1 0.3 LTG - EM ROOMEM LTG - 04 {4} q 0.8 20 1 7 * 8 20 1 0.8 EM LTG - STAIRS WESTEM LTG - ROOF 05 {4} r 1.3 20 1 9 * 10 20 1 0.5 EM LTG - STAIRS SOUTHEASTEM LTG - EXTERIOR S STAIRS {4} q 0.3 20 1 11 * 12 20 1 0.3 EM LTG - STAIRS NORTHEAST R
ELECTRICAL
E
E
N
I GNE L NA ROFESS I O P DE RET S
I
G
ER
C A L I FOR N I A S T A T E O F
CONSULTING ENGINEERS
REVISIONS
NO. DATE
DATE:DESIGN BY:DRAWN BY:CHECKED BY:SCALESHEET NO:
watrydesign.com
San Jose, California
Irvine, California
CITY SPECIFICATION NO.APPROVED BY:
PROJECT TITLE:
SHEET TITLE:
JOB NO.:
90435
1305 MARINA VILLAGE PARKWAYALAMEDA, CA 94501(530) 886-8556 #E14866
PAUL MILLER
12" = 1'-0"
5/12/2023 4:01:15 PM E0.02
CITY OF SAN LUIS OBISPO
03/31/2023
SAN LUIS OBISPO, CA
PANELBOARD SCHEDULES
PLAN CHECK RESPONSE #3
09-079
CULTURAL ARTS DISTRICT PS
2 03/31/20233 05/05/2023
3 3
3 3
3 3
Exp. 06/30/23
No. E014866
AI N OR OF CAL I F ET AT S L CA C TR I L E E
R
LE T. M L UAP
R
E
EN
I GNE
L NA ROFESS I O P DERETS
I
GE
R
I L
MAINS: MAIN LUGS ONLY 152 KVA <---- 80% Rated Breaker ----> 152 KVA 422 AMPS DATE ISSUED:
THESE VALUES SUMMARIZE THE LOADS FROM ALL PANEL SECTIONS panel13.xls 05/12/98 DATE PRINTED: 05/12/23 X NEC 220-13 = <----- RECEPTACLES % 33% 33% 33%
MOUNTING: SURFACE 121 X 1.00 = 121 <----- OTHER AMP 338 338 337 ====== ======
BUS SIZE: 400 AMP BUSING 121 KVA 337 Amps 121 KVA 337 AMPS TOTALS ----------> 60.3 61.1 <-------- TOTALS
For Office Use Only ADDITIONAL FEATURES:
VOLTAGE: 208V, 3Ø, 3W CONNECT DEMAND DEMAND PHASE BALANCE
LOAD (KVA) FACTOR LOAD (KVA) ABC
S.C.A.: 22,000 AIC RMS SYM. X 100% OF LOAD = <----- LIGHTING KVA 41 41 40 PROJECT: PALM NIPOMOLOCATION: MAIN ELEC RM PANEL - LEV7 (FUTURE) LOAD (KVA) C. B. C. B. LOAD (KVA)
LOAD SERVED LTG. RECP. OTHER AMP POLE A B C AMP POLE LTG. RECP. OTHER LOAD SERVED EV CHARGER 3.4 40 2 1 * 2 40 2 3.4 EV CHARGER
3.4 --- * --- 3.4
EV CHARGER 3.3 40 2 5 * 6 40 2 3.4 EV CHARGER
3.4 --- * --- 3.4
EV CHARGER 3.4 40 2 9 * 10 40 2 3.4 EV CHARGER
3.4 --- * --- 3.4 3.4 --- * --- 3.4
EV CHARGER 3.4 40 2 25 * 26 40 2 3.4 EV CHARGER
3.4 --- * --- 3.4
EV CHARGER 3.4 40 2 29 * 30 40 2 3.4 EV CHARGER
3.4 --- * --- 3.4
EV CHARGER 3.4 40 2 33 * 34 40 2 3.4 EV CHARGER
3.4 --- * --- 3.4
SPACE 37 * 38 SPACE
SPACE 39 * 40 SPACESPACE 41 * 42 SPACE
EV CHARGER 3.4 40 2 13 * 14 40 2 3.4 EV CHARGER
3.4 --- * --- 3.4
EV CHARGER 3.4 40 2 17 * 18 40 2 3.4 EV CHARGER
3.4 --- * --- 3.4
EV CHARGER 3.4 40 2 21 * 22 40 2 3.4 EV CHARGER
MAINS: MAIN LUGS ONLY 152 KVA <---- 80% Rated Breaker ----> 152 KVA 422 AMPS DATE ISSUED:
THESE VALUES SUMMARIZE THE LOADS FROM ALL PANEL SECTIONS panel13.xls 05/12/98 DATE PRINTED: 05/12/23 X NEC 220-13 = <----- RECEPTACLES % 33% 33% 33%
MOUNTING: SURFACE 121 X 1.00 = 121 <----- OTHER AMP 338 338 337 ====== ======
BUS SIZE: 400 AMP BUSING 121 KVA 337 Amps 121 KVA 337 AMPS TOTALS ----------> 60.3 61.1 <-------- TOTALS
For Office Use Only ADDITIONAL FEATURES:
VOLTAGE: 208V, 3Ø, 3W CONNECT DEMAND DEMAND PHASE BALANCE
LOAD (KVA) FACTOR LOAD (KVA) ABC
S.C.A.: 22,000 AIC RMS SYM. X 100% OF LOAD = <----- LIGHTING KVA 41 41 40 PROJECT: PALM NIPOMOLOCATION: MAIN ELEC RM PANEL - LEV8 (FUTURE) LOAD (KVA) C. B. C. B. LOAD (KVA)
LOAD SERVED LTG. RECP. OTHER AMP POLE A B C AMP POLE LTG. RECP. OTHER LOAD SERVED EV CHARGER 3.4 40 2 1 * 2 40 2 3.4 EV CHARGER
3.4 --- * --- 3.4
EV CHARGER 3.3 40 2 5 * 6 40 2 3.4 EV CHARGER
3.4 --- * --- 3.4
EV CHARGER 3.4 40 2 9 * 10 40 2 3.4 EV CHARGER
3.4 --- * --- 3.4 3.4 --- * --- 3.4
EV CHARGER 3.4 40 2 25 * 26 40 2 3.4 EV CHARGER
3.4 --- * --- 3.4
EV CHARGER 3.4 40 2 29 * 30 40 2 3.4 EV CHARGER
3.4 --- * --- 3.4
EV CHARGER 3.4 40 2 13 * 14 40 2 3.4 EV CHARGER
3.4 --- * --- 3.4
EV CHARGER 3.4 40 2 17 * 18 40 2 3.4 EV CHARGER
3.4 --- * --- 3.4
EV CHARGER 3.4 40 2 21 * 22 40 2 3.4 EV CHARGER EV CHARGER 3.4 40 2 33 * 34 40 2 3.4 EV CHARGER
3.4 --- * --- 3.4
SPACE 37 * 38 SPACE
SPACE 39 * 40 SPACESPACE 41 * 42 SPACE
R
ELECTRICAL
E
E
N
I GNE L NA ROFESS I O P DE RET S
I
G
ER
C A L I FOR N I A S T A T E O F
CONSULTING ENGINEERS
REVISIONS
NO. DATE
DATE:DESIGN BY:DRAWN BY:CHECKED BY:SCALESHEET NO:
watrydesign.com
San Jose, California
Irvine, California
CITY SPECIFICATION NO.APPROVED BY:
PROJECT TITLE:
SHEET TITLE:
JOB NO.:
90435
1305 MARINA VILLAGE PARKWAYALAMEDA, CA 94501(530) 886-8556 #E14866
PAUL MILLER
12" = 1'-0"
5/12/2023 4:01:16 PM E0.03
CITY OF SAN LUIS OBISPO
03/31/2023
SAN LUIS OBISPO, CA
PANELBOARD SCHEDULES
PLAN CHECK RESPONSE #3
09-079
CULTURAL ARTS DISTRICT PS
3 05/05/2023
3 3
Exp. 06/30/23
No. E014866
AI N OR OF CAL I F ET AT S L CA C TR I L E E
R
LE T. M L UAP
R
E
EN
I GNE
L NA ROFESS I O P DERETS
I
GE
R
I L
18 SPARE
19 SPARE20 SPARE21 SPARE22 SPARE23 SPARE29 SPARE30 SPARE31 SPARE32 SPARE33 SPARE34 SPARE 5f H1A-9 GARAGE - PARKING LEVEL 03 ON 24 HOURS LVS6g H1A-11 GARAGE - PARKING LEVEL 04 ON 24 HOURS LVS7h H1A-13 GARAGE - PARKING LEVEL 05 ON 30 MIN BEFORE SUNSET, OFF 30 MIN AFTER SUNRISE {1} TC/LVS8i H1A-4 GARAGE PERIMETER ON 30 MIN BEFORE SUNSET, OFF 30 MIN AFTER SUNRISE {1} TC9j L1A-10 UPLIGHTS ON 24 HOURS TC 10 k L1A-10 BOLLARD ON 24 HOURS TC
LIGHTING CONTROL RELAY PANEL SCHEDULE (LCP)
RELAY DESIGNATION CIRCUIT AREA CONTROL SCHEDULE ON/OFF
1a H1A-1 GARAGE - ROOF RAMP ENTRY ON DAWN TO DUSK (DAYLIGHT TRANSITION LIGHTING) {1} TC/LVS2b H1A-3 GARAGE - LEVEL 01 ENTRY ON DAWN TO DUSK (DAYLIGHT TRANSITION LIGHTING) {1} TC/LVS3c H1A-5 GARAGE - PARKING LEVEL 01 ON 24 HOURS LVS4d H1A-7 GARAGE - PARKING LEVEL 02 ON 24 HOURS LVS 12 q EH1A-7 GARAGE - PARKING LEVEL 04 ON 24 HOURS LVS13 r EH1A-9 GARAGE - PARKING LEVEL 05 ON 30 MIN BEFORE SUNSET, OFF 30 MIN AFTER SUNRISE {1} TC/LVS14 q EH1A-11 EXTERIOR SOUTH STAIRS ON 30 MIN BEFORE SUNSET, OFF 30 MIN AFTER SUNRISE {1} TC15 t EH1A-13 GARAGE SOUTH WALKWAY ON 30 MIN BEFORE SUNSET, OFF 30 MIN AFTER SUNRISE {1} TC16 SPARE17 SPARE11 SPARE12 SPARE
BARRIER FOR SEPARATELY DERIVED SOURCES
9m EH1A-1 GARAGE - PARKING LEVEL 01 ON 24 HOURS LVS
10 n EH1A-3 GARAGE - PARKING LEVEL 02 ON 24 HOURS LVS11 p EH1A-5 GARAGE - PARKING LEVEL 03 ON 24 HOURS LVS24 SPARE
BARRIER FOR SEPARATELY DERIVED SOURCES
25 aa SITE SIGNAGE ON 30 MIN BEFORE SUNSET, OFF 30 MIN AFTER SUNRISE {1} TC 26 ab SITE SIGNAGE ON 30 MIN BEFORE SUNSET, OFF 30 MIN AFTER SUNRISE {1} TC27 SPARE28 SPARE35 SPARE36 SPARE
LVS LOW VOLTAGE SWITCH
TC TIMECLOCK
{1} PROVIDE UL924 LISTED BYPASS RELAY TO TURN LIGHTS ON DURING POWER FAILURE R
ELECTRICAL
E
E
N
I GNE L NA ROFESS I O P DE RET S
I
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ER
C A L I FOR N I A S T A T E O F
CONSULTING ENGINEERS
REVISIONS
NO. DATE
DATE:DESIGN BY:DRAWN BY:CHECKED BY:SCALESHEET NO:
watrydesign.com
San Jose, California
Irvine, California
CITY SPECIFICATION NO.APPROVED BY:
PROJECT TITLE:
SHEET TITLE:
JOB NO.:
90435
1305 MARINA VILLAGE PARKWAYALAMEDA, CA 94501(530) 886-8556 #E14866
PAUL MILLER
12" = 1'-0"
5/12/2023 4:01:17 PM E0.04
CITY OF SAN LUIS OBISPO
03/31/2023
SAN LUIS OBISPO, CA
LIGHTING AND CONTROL SCHEDULES
PLAN CHECK RESPONSE #3
09-079
CULTURAL ARTS DISTRICT PS
LUMINAIRE SCHEDULE
TYPE
IMAGE
MANUFACTURER CATALOG NUMBER DESCRIPTION LIGHT SOURCE TIER DRIVER,
TRANSFORMER
WATTAGE VOLTAGE
F1 ELA
#MED/14-CP-V5-45LED-30-277-CSG-COLOR
PENDANT MOUNTED DECORATIVE LUMINAIRE. NOMINAL14 INCH DIAMETER, 28 INCH HEIGHT. CLEAR SEEDYGLASS. STANDARD COLOR AS SELECTED BYARCHITECT. CHAIN HUNG WITH CHAIN SWAY BRACING. 3000K4950 LUMENS
TIER 1 INTEGRAL
ON/OFF
45 W 277 V
F1A ELA
#MED/11-SP-V5-27LED-30-277-CSG-COLOR
SIMILAR TO TYPE 'F1' EXCEPT REDUCED SCALE ANDOUTPUT. STEM MOUNTED. 3000K2970 LUMENS
TIER 1 INTEGRAL
ON/OFF
27 W 277 V
F1B ELA
#MED/19-BR10-V3-45LED-30-277-CSG-COLOR
WALL MOUNTED DECORATIVE LUMINAIRE. NOMINAL 17INCH DIAMETER, 35 INCH HEIGHT. TYPE 3 DISTRIBUTION.CLEAR SEEDY GLASS. STANDARD COLOR AS SELECTEDBY ARCHITECT. MOUNT LUMINAIRE +14'-6" AFG TOBOTTOM OF FIXTURE. 3000K4950 LUMENS
TIER 1 INTEGRAL
ON/OFF
45 W 277 V
F1C ELA
#MED/14-BR10-V3-27LED-30-277-CSG-COLOR
SIMILAR TO TYPE 'F1B' EXCEPT REDUCED SCALE ANDOUTPUT.
3000K2970 LUMENS
TIER 1 INTEGRAL
ON/OFF
27 W 277 V
F2 BEGA
#33344-K3-COLOR
WALL MOUNTED DIRECT/INDIRECT SEMI-CIRCULARSCONCE. NOMINAL 14 INCH DIAMETER, 6 INCH HEIGHT.STANDARD COLOR AS SELECTED BY ARCHITECT. 3000K850 LUMENS
TIER 1 INTEGRAL
ON/OFF
14 W 277 V
F2A BEGA
#33344-K3-COLOR-DOWNLIGHT ONLY
SAME AS TYPE 'F2' EXCEPT DOWNLIGHT ONLY. 3000K
850 LUMENS
TIER 1 INTEGRAL
ON/OFF
14 W 277 V
F3 BEGA
#66979-K3-COLOR
SURFACE MOUNTED WIDE BEAM DOWNLIGHT. NOMINAL8 INCH DIAMETER, 6 INCH HEIGHT. FROSTED LENS.STANDARD COLOR AS SELECTED BY ARCHITECT. 3000K1800 LUMENS
TIER 1 INTEGRAL
ON/OFF
20 W 277 V
F3A BEGA
#66979-K3-COLOR-REDUCED OUTPUT
SIMILAR TO TYPE 'F3' EXCEPT REDUCED OUTPUT. 3000K
900 LUMENS
TIER 1 INTEGRAL
ON/OFF
10 W 277 V
F4 WILLIAMS
#96-4-L40-830-PCFR-WET/2-DRV
SURFACE MOUNTED ENCLOSED AND GASKETEDLUMINAIRE. NOMINAL 4 FOOT LENGTH. WITHWEATHERPROOF END HUBS. 3000K4000 LUMENS
TIER 2 INTEGRAL
ON/OFF
30 W UNIV
F4E WILLIAMS
#96-4-L40-830-PCFR-WET/2-DRV-EM/10W
SIMILAR TO TYPE 'F4' EXCEPT WITH INTEGRALEMERGENCY BACKUP. 3000K4000 LUMENS
TIER 2 INTEGRAL
ON/OFF
30 W UNIV
F5 BEGA
#33165-K27-COLOR
RECESSED STEPLIGHT. NOMINAL 10 INCH WIDE, 3 INCHHIGH, 5 INCH DEPTH. OPAL GLASS DIFFUSER.STANDARD COLOR AS SELECTED BY ARCHITECT. 2700K440 LUMENS
TIER 1 INTEGRAL
ON/OFF
9 W 277 V
F5A BEGA
#33109-K27-COLOR
RECESSED STEPLIGHT. NOMINAL 6.5 INCH WIDE, 3 INCHHIGH, 5 INCH DEPTH. OPAL GLASS DIFFUSER.STANDARD COLOR AS SELECTED BY ARCHITECT. 2700K330 LUMENS
TIER 1 INTEGRAL
ON/OFF
4 W 277 V
F6 WAGNER LUMENPOD 28 SERIES RAIL INTEGRATED POINT SOURCE LIGHTING, ASYMMETRIC OUTPUT.
3000KXXX LUMENS
0 W 277 V
F7 BEGA RECESSED WALL LUMINAIRE SERIES
#24 204
LOW LEVEL FULL CUTOFF RECESSED WALL SCONCE.SUITABLE FOR WET LOCATIONS. 2700K1145 LUMENS
TIER 1 INTEGRAL 0-10V
DIMMABLE
11.6 W UNIV
F8 GARDCO LED WALL SCONCE
#101L-16L-700-WW-G2-3-277-BL-IMR13-BZ.
WALL MOUNTED LED WALL SCONCE LUMINAIRE WITHFULL CUTOFF PERFORMANCE, TYPE 3 DISTRIBUTIONAND INTEGRAL BI-LEVEL INFRARED MOTION RESPONSE.B1-U0-G1 BUG RATING.MOUNT LUMINAIRE +14'-6" AFG TOBOTTOM OF HOUSING. SUITABLE FOR WET LOCATIONS. 3000K4038 LUMENS
TIER 2 INTEGRAL STEP
DIMMING
38 W UNIV
F9 YML
#WP32M-60-750-3
WALL MOUNTED TYPE III LED WALLPACK LUMINAIREWITH ALUMINUM HOUSING. MOUNT FIXTURE AT +96"AFF. 5000K TIER 3 INTEGRAL
DIMMINGDRIVER
61 W UNIV
F10 LIGMAN PRAGUE - #UPRA-100012-14W-T3-W30 SERIES PIL
MIMIK 10 BOLLARD SERIES EQUALHESS LINEA S900 SERIES EQUAL
OR APPROVED EQUAL
FULL CUTOFF BOLLARD, NOMINAL 4 INCH WIDE, 2 INCHDEEP, 40 INCH OVERALL HEIGHT. TYPE 3 DISTRIBUTION.STANDARD COLOR AS SELECTED BY ARCHITECT.MOUNT ON FLUSH CONCRETE BASE. SEE DETAIL#6/E7.01 LEDNOMINAL 850LUMENS3000K
TIER 2 INTEGRAL
DRIVER
14 W 277 V
L1A ATTRACTION LIGHTS LLC
L1A - #6X6X80 FLW CIRCLESPROVIDE 2X QUANTITIES SHOWN FOR FUTURE USE LOW VOLTAGE DECORATIVE BOLLARDS. PROVIDEREMOTE 120V-12VAC REMOTE TRANSFORMER.
ALTLED MR16, 5WATT CREELEDS, 360LUMENS, 3000K,120 DEGREEBEAM SPREAD TIER 2 REMOTE
NON-DIM
5 W 120 V
L1B ATTRACTION LIGHTS LLC
L1B - #6X6X25 GRASSESPROVIDE 2X QUANTITIES SHOWN FOR FUTURE USE LOW VOLTAGE DECORATIVE BOLLARDS. PROVIDEREMOTE 120V-12VAC REMOTE TRANSFORMER.
ALTLED MR16, 5WATT CREELEDS, 360LUMENS, 3000K,120 DEGREEBEAM SPREAD TIER 2 REMOTE
NON-DIM
5 W 120 V
L1C ATTRACTION LIGHTS LLC
L1C - #6X6X40 SWIRLSPROVIDE 2X QUANTITIES SHOWN FOR FUTURE USE LOW VOLTAGE DECORATIVE BOLLARDS. PROVIDEREMOTE 120V-12VAC REMOTE TRANSFORMER.
ALTLED MR16, 5WATT CREELEDS, 360LUMENS, 3000K,120 DEGREEBEAM SPREAD TIER 2 REMOTE
NON-DIM
5 W 120 V
L2 BEGA
#77629-K3-70273 SERIES
INGRADE ADJUSTABLE UPLIGHT, DRIVE-OVER RATED.NOMINAL 10 INCH DIAMETER, 9 INCH DEPTH. SLIGHTLYDIFFUSE LENS. 30 DEGREE ADJUSTABILITY. 3000K1000 NOMINAL
INITIAL LUMENS
TIER 2 INTEGRAL
FIXED OUTPUT
23 W 120 V
P1 ECO PARKING TECHNOLOGIES ECO FLEXTECH
#FTEL-60MU-U-30-244D-2T-F-PR
PENDANT MOUNTED PARKING GARAGE LED LUMINAIREWITH CAST ALUMINUM HOUSING, TYPE II ACRYLICREFRACTOR, ELECTRONIC DIMMING BALLAST ANDFALCON VISION INTEGRATED WIRELESS GUIDANCECONTROLS. 3000K5992 NOMINIALINITIAL LUMENS
TIER 3 INTEGRAL MEAN
WELLELECTRONICDIMMING
60.8 W UNIV
P1A ECO PARKING TECHNOLOGIES ECO FLEXTECH
#FTEL-60MH-U-30-146D-5T-F-PR
SIMILAR TO TYPE 'P1' EXCEPT TYPE V LENS. 3000K
5992 NOMINIALINITIAL LUMENS
TIER 3 INTEGRAL MEAN
WELLELECTRONICDIMMING
60.8 W UNIV
P1B ECO PARKING TECHNOLOGIES ECO FLEXTECH
#FTEL-GL-60MH-U-30-146D-5T-W-PR
SIMILAR TO TYPE 'P1A' EXCEPT WITH WATTSTOPPEROCCUPANCY AND DAYLIGHT HARVESTING CONTROLS INLIEU OF FALCON CONTROLS. 3000K5992 NOMINIALINITIAL LUMENS
TIER 3 INTEGRAL MEAN
WELLELECTRONICDIMMING
60.8 W UNIV
P2 ECO PARKING TECHNOLOGIES ECO FLEXTECH
#FTEL-40P-U-40-30-146D-5T-W-PR
SIMILAR TO TYPE 'P1B' EXCEPT DECREASED OUTPUT. 3000K
5570 NOMINIALINITIAL LUMENS
TIER 3 INTEGRAL MEAN
WELLELECTRONICDIMMING
40.4 W UNIV
P3 ECO PARKING TECHNOLOGIES ECO FLEXTECH
#FTELGL-80MH-U-40-146D-5T-W-PR
SIMILAR TO TYPE P1B EXCEPT INCREASED OUTPUT. 3000K
8955 NOMINIALINITIAL LUMENS
TIER 3 INTEGRAL MEAN
WELLELECTRONICDIMMING
80.5 W 277 V
X1 C.W. COLE BRUTUS SERIES
#LX165-RED-277-Ax-EM-W
HEAVY DUTY SINGLE FACE EXIT SIGN, BACK WALLMOUNTED. DIECAST ALUMINUM, WET LOCATION LISTED.BRONZE FINISH. INTEGRAL EMERGENCY BATTERY.ARROWS AS SHOWN ON DRAWINGS.
N/A N/A N/A 5 W 277 V
X2 C.W. COLE BRUTUS SERIES
#LX166-RED-277-Ax-EM-W
SIMILAR TO TYPE 'X1' EXCEPT CEILING MOUNTED. N/A N/A N/A 5 W 277 V 2 03/31/20233 05/05/2023
Exp. 06/30/23
No. E014866
AI N OR OF CAL I F ET AT S L CA C TR I L E E
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ELECTRICAL
EE NI GNE L NA
ROFESS I O
P DE RET SI GE R
C A L I FOR N I A
S T A T E O F
CONSULTING ENGINEERS
REVISIONS
NO. DATE
DATE:DESIGN BY:DRAWN BY:CHECKED BY:SCALESHEET NO:
watrydesign.com
San Jose, California
Irvine, California
CITY SPECIFICATION NO.APPROVED BY:
PROJECT TITLE:
SHEET TITLE:
JOB NO.:
90435
1305 MARINA VILLAGE PARKWAYALAMEDA, CA 94501(530) 886-8556 #E14866
PAUL MILLER
5/12/2023 4:01:17 PM E0.05
CITY OF SAN LUIS OBISPO
03/31/2023
SAN LUIS OBISPO, CA
TITLE 24 FORMS
PLAN CHECK RESPONSE #3
09-079
CULTURAL ARTS DISTRICT PS
1 Date 13 05/05/2023
Exp. 06/30/23
No. E014866
AI N OR
OF CAL I F
ET AT S
L CA
C TR I
L E E
R LE
T. M L
UAP
REENI GNE L NA
ROFESS I O
P DERETSI GER
I
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ELECTRICAL
EE NI GNE L NA
ROFESS I O
P DE RET SI GE R
C A L I FOR N I A
S T A T E O F
CONSULTING ENGINEERS
REVISIONS
NO. DATE
DATE:DESIGN BY:DRAWN BY:CHECKED BY:SCALESHEET NO:
watrydesign.com
San Jose, California
Irvine, California
CITY SPECIFICATION NO.APPROVED BY:
PROJECT TITLE:
SHEET TITLE:
JOB NO.:
90435
1305 MARINA VILLAGE PARKWAYALAMEDA, CA 94501(530) 886-8556 #E14866
PAUL MILLER
5/12/2023 4:01:18 PM E0.06
CITY OF SAN LUIS OBISPO
03/31/2023
SAN LUIS OBISPO, CA
TITLE 24 FORMS
PLAN CHECK RESPONSE #3
09-079
CULTURAL ARTS DISTRICT PS Paul Miller
1 Date 13 05/05/2023
Exp. 06/30/23
No. E014866
AI N OR
OF CAL I F
ET AT S
L CA
C TR I
L E E
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T. M L
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12 (5)-F10EH1A-11q
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ELECTRICAL
EE NI GNE L NA
ROFESS I O
P DE RET SI GE R
C A L I FOR N I A
S T A T E O F
CONSULTING ENGINEERS
REVISIONS
NO. DATE
DATE:DESIGN BY:DRAWN BY:CHECKED BY:SCALESHEET NO:
watrydesign.com
San Jose, California
Irvine, California
CITY SPECIFICATION NO.APPROVED BY:
PROJECT TITLE:
SHEET TITLE:
JOB NO.:
90435
1305 MARINA VILLAGE PARKWAYALAMEDA, CA 94501(530) 886-8556 #E14866
PAUL MILLER
1" = 20'-0"
5/12/2023 4:01:20 PM E1.01
CITY OF SAN LUIS OBISPO
03/31/2023
SAN LUIS OBISPO, CA
SITE ELECTRICAL PLAN
PLAN CHECK RESPONSE #3
09-079
CULTURAL ARTS DISTRICT PS
CITY STANDARD DECORATIVE STREETLIGHT, SHOWN FOR REFERENCE ONLY. SEE CIVILDRAWINGS. 1 NEW TELECOM UTILITY POINT OF CONNECTION VAULT. COORDINATE WITH UTILITY FOR EXACTLOCATION OF POC. VAULT SHALL MEET THE STANDARDS FOR THE LOCAL UTILITY. 23 PROVIDE 2-4" UGC WITH 3/8" PULL ROPE TO BUILDING MDF.4 1" C, 2#10+G TO LCP
NUMBERED SHEET NOTES
2 03/31/20233 05/05/2023
Exp. 06/30/23
No. E014866
AI N OR
OF CAL I F
ET AT S
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C TR I
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B B.2 B.7 C
C.1 C.2 C.7
D
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A.8 B.3 C.3 C.8
11 A C.6
10.4 A.4 B.6 C.5
12.1 F46
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F3AEH1A-10NLF3AEH1A-10NL
P1B?H1A-5
P1BEH1A-1
F38NL EH1A-8NL
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P1H1A-5
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F3A8NL EH1A-8NLF3A8NL EH1A-8NL
F38NL EH1A-8NLF38NL EH1A-8NL
ELEVATOR AND MACHINE ROOM #2SEE ENLARGED DETAILS
ELEVATOR AND MACHINE ROOM #1SEE ENLARGED PLANS
F8EH1A-13t
F8EH1A-13t
F8EH1A-13t
F8EH1A-13t
F8EH1A-13t
F1CH1A-15i
F1CH1A-15i
1 E6.01
2 E6.01
2 E6.01
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105
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108
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F7H1A-15iF7F7
F38NL EH1A-8NLF38NL EH1A-8NL
F2EH1A-12NL
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COMBINED DAYLIT ZONE COMBINED DAYLIT ZONE
COMBINED DAYLIT ZONE COMBINED DAYLIT ZONE
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F46H1A-6
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L1B
L1C
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INTEGRATELIGHTING INTO CUSTOM HANDRAIL
F8EH1A-13t
P1EH1A-1
P1AH1A-5
P3EH1A-1
P3H1A-3
P1AH1A-5
P1AH1A-5
P1EH1A-1
P1EH1A-1
P1H1A-5
P1H1A-5
P1H1A-5P1H1A-5
P1H1A-5
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P2H1A-5
P2H1A-5
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E
E
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I
G
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C A L I FOR N I A S T A T E O F
CONSULTING ENGINEERS
REVISIONS
NO. DATE
DATE:DESIGN BY:DRAWN BY:CHECKED BY:SCALESHEET NO:
watrydesign.com
San Jose, California
Irvine, California
CITY SPECIFICATION NO.APPROVED BY:
PROJECT TITLE:
SHEET TITLE:
JOB NO.:
90435
1305 MARINA VILLAGE PARKWAYALAMEDA, CA 94501(530) 886-8556 #E14866
PAUL MILLER
3/32" = 1'-0"
5/12/2023 4:01:24 PM E2.01
CITY OF SAN LUIS OBISPO
03/31/2023
SAN LUIS OBISPO, CA
LIGHTING PLANS LEVEL 1
PLAN CHECK RESPONSE #3
09-079
CULTURAL ARTS DISTRICT PS
1 MURAL LIGHTING TBD. ALLOW $10,000 MATERIAL COST.2 LOCATE LIGHTING TO BEST SUIT EQUIPMENT LAYOUT.3 DAYLIGHT TRANSITION ZONE LIGHTING. OFF DURING NIGHTTIME.4 1"C, 2#10+G TO TRANSFORMER LOCATED IN MAIN ELECTRICAL ROOM.5 REFER TO SITE PLAN E1.01 FOR LIGHTING IN THIS AREA.
NUMBERED SHEET NOTES
MOUNT EXIT SIGNS ON BALL SWIVEL PENDANTS SUCH THAT THE BOTTOM OF THE SIGN IS ATTHE LOWEST ALLOWABLE HEIGHT FOR THE GARAGE TO MAXIMIZE VISIBILITY. NOTIFY ENGINEERAND ARCHITECT IF A LOCATION WILL NOT ALLOW FULL VISBILITY OF THE SIGN DUE TOOBSTRUCTIONS - PRIOR TO MOUNTING SIGN.
A.
GENERAL SHEET NOTES
1 Date 12 03/31/20233 05/05/2023
Exp. 06/30/23
No. E014866
AI N OR OF CAL I F ET AT S L CA C TR I L E E
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A.9
B B.2 B.7 C
C.1 C.2 C.7
D
23456789
101213
A.8 B.3 C.3 C.8
11 A C.6
10.4 A.4 B.6 C.5
12.1 F3AEH1A-10NLF3AEH1A-10NL
F1AEH1A-10NL
F3EH1A-8NL
F1AEH1A-8NL
F3EH1A-8NL
F3EH1A-8NL
F1AEH1A-10NL
1 1
F1BH1A-15i
F1BH1A-15i
F1BH1A-15i
F3EH1A-8NL
F46
F3AEH1A-10NL
STO. #1
202
F1BH1A-15i
X2EH1A-8
X1EH1A-3
X1EH1A-3
X1EH1A-12
X1EH1A-3
X1EH1A-10NL
X1EH1A-3
COMBINED DAYLIT ZONE
COMBINED DAYLIT ZONE COMBINED DAYLIT ZONE
COMBINED DAYLIT ZONE
COMBINED DAYLIT ZONE
F1BH1A-15iF1BH1A-15i
INTEGRATELIGHTING INTOCUSTOM HANDRAIL
P27H1A-7
P1AEH1A-3P1A7H1A-7
P27H1A-7
P1AEH1A-3P17H1A-7
P17H1A-7
P17H1A-7
P1AEH1A-3
P17H1A-7
P17H1A-7
P17H1A-7
P27H1A-7
P1AEH1A-3P1A7H1A-7P1AEH1A-3P17H1A-7P17H1A-7
P17H1A-7
P17H1A-7P1EH1A-3
P1EH1A-3
P1EH1A-3P1A7H1A-7
P1A7H1A-7
P1A7H1A-7
P1AEH1A-3
P17H1A-7
P1EH1A-3
P1A7H1A-7
P1EH1A-3
P17H1A-7
P1AEH1A-3
P27H1A-7
X2EH1A-3
P1B7H1A-7
P1B7H1A-7
P1BEH1A-3
P1B7H1A-7
P1B7H1A-7
P1BEH1A-3
P1B7H1A-7
2 F6EH1A-10NL
F2EH1A-12NL
F2AEH1A-12NL
F2EH1A-12NL
X1EH1A-12
F2AEH1A-12NL
X2EH1A-3
X2EH1A-3 X2
EH1A-3
F3EH1A-12NL
F2EH1A-8NLF2EH1A-8NLF2EH1A-8NL
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ELECTRICAL
EE NI GNE L NA
ROFESS I O
P DE RET SI GE R
C A L I FOR N I A
S T A T E O F
CONSULTING ENGINEERS
REVISIONS
NO. DATE
DATE:DESIGN BY:DRAWN BY:CHECKED BY:SCALESHEET NO:
watrydesign.com
San Jose, California
Irvine, California
CITY SPECIFICATION NO.APPROVED BY:
PROJECT TITLE:
SHEET TITLE:
JOB NO.:
90435
1305 MARINA VILLAGE PARKWAYALAMEDA, CA 94501(530) 886-8556 #E14866
PAUL MILLER
3/32" = 1'-0"
5/12/2023 4:01:32 PM E2.02
CITY OF SAN LUIS OBISPO
03/31/2023
SAN LUIS OBISPO, CA
LIGHTING PLANS LEVEL 2
PLAN CHECK RESPONSE #3
09-079
CULTURAL ARTS DISTRICT PS
1 +10'-5" ABOVE LANDING BETWEEN LEVELS 1 AND 2.2 REFER TO SITE PLAN E1.01 FOR LIGHTING IN THIS AREA.
NUMBERED SHEET NOTES
MOUNT EXIT SIGNS ON BALL SWIVEL PENDANTS SUCH THAT THE BOTTOM OF THE SIGN IS ATTHE LOWEST ALLOWABLE HEIGHT FOR THE GARAGE TO MAXIMIZE VISIBILITY. NOTIFY ENGINEERAND ARCHITECT IF A LOCATION WILL NOT ALLOW FULL VISBILITY OF THE SIGN DUE TOOBSTRUCTIONS - PRIOR TO MOUNTING SIGN.
A.
GENERAL SHEET NOTES
1 Date 12 03/31/20233 05/05/2023
Exp. 06/30/23
No. E014866
AI N OR
OF CAL I F
ET AT S
L CA
C TR I
L E E
R LE
T. M L
UAP
REENI GNE L NA
ROFESS I O
P DERETSI GER
I
L
A.1
1 A.3 A.6
A.9
B B.2 B.7 C
C.1 C.2 C.7
D
23456789
101213
A.8 B.3 C.3 C.8
11 A C.6
10.4 A.4 B.6 C.5
12.1 F3EH1A-8NL
F3EH1A-8NL
F3EH1A-8NLF3EH1A-8NLF3EH1A-8NL
F3AEH1A-10NLF3AEH1A-10NLF1AEH1A-10NLF3AEH1A-10NL
X1EH1A-5
X2EH1A-8
X1EH1A-5
X1EH1A-12
X1EH1A-5
F2EH1A-8NLF2EH1A-8NL
X2EH1A-5
X1EH1A-5
COMBINED DAYLIT ZONE COMBINED DAYLIT ZONE
COMBINED DAYLIT ZONE
COMBINED DAYLIT ZONE COMBINED DAYLIT ZONE
P1B9H1A-9
P1BEH1A-5
P1B9H1A-9
P1B9H1A-9
P1BEH1A-5
P1B9H1A-9
P1B9H1A-9
P29H1A-9
P1AEH1A-5P1A9H1A-9
P19H1A-9
P1AEH1A-5
P19H1A-9
P1A9H1A-9
P29H1A-9
P19H1A-9
P19H1A-9
P1A9H1A-9P1AEH1A-5
P29H1A-9
P1AEH1A-5
P1AEH1A-5
P19H1A-9
P19H1A-9P19H1A-9
P19H1A-9
P19H1A-9P19H1A-9P1EH1A-5
P1EH1A-5
P1EH1A-5P1A9H1A-9
P1A9H1A-9
P1A9H1A-9P1AEH1A-5
P19H1A-9
P1EH1A-5
P1A9H1A-9
P1EH1A-5
P19H1A-9
P1AEH1A-5
P29H1A-9
X2
X2EH1A-5
1 1
F6EH1A-10NL
F5
F5
2-F5AEH1A-11q
2-F5EH1A-11q
EH1A-11q
EH1A-11q
INTEGRATELIGHTING INTOCUSTOM HANDRAIL
10-F5EH1A-11q
F2EH1A-12NL
F2EH1A-12NL
F3EH1A-12NL
X2EH1A-5
F2EH1A-8NL
F2EH1A-12NL
F2EH1A-12NL
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C A L I FOR N I A S T A T E O F
CONSULTING ENGINEERS
REVISIONS
NO. DATE
DATE:DESIGN BY:DRAWN BY:CHECKED BY:SCALESHEET NO:
watrydesign.com
San Jose, California
Irvine, California
CITY SPECIFICATION NO.APPROVED BY:
PROJECT TITLE:
SHEET TITLE:
JOB NO.:
90435
1305 MARINA VILLAGE PARKWAYALAMEDA, CA 94501(530) 886-8556 #E14866
PAUL MILLER
3/32" = 1'-0"
5/12/2023 4:01:39 PM E2.03
CITY OF SAN LUIS OBISPO
03/31/2023
SAN LUIS OBISPO, CA
LIGHTING PLANS LEVEL 3
PLAN CHECK RESPONSE #3
09-079
CULTURAL ARTS DISTRICT PS
1 +8'-0" ABOVE LANDING BETWEEN LEVELS 2 AND 3.
NUMBERED SHEET NOTES
MOUNT EXIT SIGNS ON BALL SWIVEL PENDANTS SUCH THAT THE BOTTOM OF THE SIGN IS ATTHE LOWEST ALLOWABLE HEIGHT FOR THE GARAGE TO MAXIMIZE VISIBILITY. NOTIFY ENGINEERAND ARCHITECT IF A LOCATION WILL NOT ALLOW FULL VISBILITY OF THE SIGN DUE TOOBSTRUCTIONS - PRIOR TO MOUNTING SIGN.
A.
GENERAL SHEET NOTES
1 Date 13 05/05/2023
Exp. 06/30/23
No. E014866
AI N OR OF CAL I F ET AT S L CA C TR I L E E
R
LE T. M L UAP
R
E
EN
I GNE
L NA ROFESS I O P DERETS
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A.1
1 A.3 A.6
A.9
B B.2 B.7 C
C.1 C.2 C.7
D
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A.8 B.3 C.3 C.8
11 A C.6
10.4 A.4 B.6 C.5
12.1 F3AEH1A-10NLF3AEH1A-10NL
F1AEH1A-10NL
F3EH1A-8NL
F3EH1A-8NL
F3EH1A-8NL
1 1
F3EH1A-8NL
F2EH1A-10NL
F3EH1A-8NL
F3AEH1A-10NL
F2EH1A-8NLF2EH1A-8NL
X1EH1A-7 X1EH1A-7
X1EH1A-8
X1EH1A-10
X1EH1A-10
COMBINED DAYLIT ZONE COMBINED DAYLIT ZONE
COMBINED DAYLIT ZONE COMBINED DAYLIT ZONE
COMBINED DAYLIT ZONE
P211H1A-11
P1AEH1A-7
P1B11H1A-11
P1B11H1A-11
P1BEH1A-7 P1B 11H1A-11 P1B 11H1A-11
P211H1A-11
P1A11H1A-11
P111H1A-11
P111H1A-11
P1A11H1A-11
P111H1A-11
P111H1A-11
P1AEH1A-7P1A11H1A-11
P1AEH1A-7
P1AEH1A-7P1B11H1A-11
P1BEH1A-7
P211H1A-11
P111H1A-11
P111H1A-11
P111H1A-11P111H1A-11
P111H1A-11
P111H1A-11
P1EH1A-7
P1EH1A-7
P1EH1A-7P1A11H1A-11P1EH1A-7
P111H1A-11
P1EH1A-7
P1A11H1A-11
P1EH1A-7
P111H1A-11
P1AEH1A-7
P1A11H1A-11
P1A11H1A-11
P211H1A-11
F6EH1A-10NLF6EH1A-10NL
X2EH1A-7
X2EH1A-7
X2EH1A-7
INTEGRATELIGHTING INTOCUSTOM HANDRAIL
P1A
F2EH1A-10NL
F3EH1A-10NL
F2EH1A-8NL
R
ELECTRICAL
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C A L I FOR N I A S T A T E O F
CONSULTING ENGINEERS
REVISIONS
NO. DATE
DATE:DESIGN BY:DRAWN BY:CHECKED BY:SCALESHEET NO:
watrydesign.com
San Jose, California
Irvine, California
CITY SPECIFICATION NO.APPROVED BY:
PROJECT TITLE:
SHEET TITLE:
JOB NO.:
90435
1305 MARINA VILLAGE PARKWAYALAMEDA, CA 94501(530) 886-8556 #E14866
PAUL MILLER
3/32" = 1'-0"
5/12/2023 4:01:46 PM E2.04
CITY OF SAN LUIS OBISPO
03/31/2023
SAN LUIS OBISPO, CA
LIGHTING PLANS LEVEL 4
PLAN CHECK RESPONSE #3
09-079
CULTURAL ARTS DISTRICT PS
1 +8'-0" ABOVE LANDING BETWEEN LEVELS 3 AND 4.
NUMBERED SHEET NOTES
MOUNT EXIT SIGNS ON BALL SWIVEL PENDANTS SUCH THAT THE BOTTOM OF THE SIGN IS ATTHE LOWEST ALLOWABLE HEIGHT FOR THE GARAGE TO MAXIMIZE VISIBILITY. NOTIFY ENGINEERAND ARCHITECT IF A LOCATION WILL NOT ALLOW FULL VISBILITY OF THE SIGN DUE TOOBSTRUCTIONS - PRIOR TO MOUNTING SIGN.
A.
GENERAL SHEET NOTES
1 Date 13 05/05/2023
Exp. 06/30/23
No. E014866
AI N OR OF CAL I F ET AT S L CA C TR I L E E
R
LE T. M L UAP
R
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EN
I GNE
L NA ROFESS I O P DERETS
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S
A.1
1 A.3 A.6
A.9
B B.2 B.7 C
C.1 C.2 C.7
D
23456789
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A.8 B.3 C.3 C.8
11 A C.6
10.4 A.4 B.6 C.5
12.1 1 1
F1AEH1A-8NL
F1AEH1A-8NLF1AEH1A-8NL F1A
EH1A-8NLF1AEH1A-8NL
F1EH1A-12NL
F2EH1A-12NL
F2EH1A-12NL
F1AEH1A-10NLF1AEH1A-10NLF1AEH1A-10NL
F2AEH1A-8NL
X1EH1A-9
F9H1A-13
X1EH1A-9
X1EH1A-9
F2AEH1A-8NLF2AEH1A-8NL
P2EH1A-9
P213H1A-13
P213H1A-13
P2EH1A-9
P2EH1A-9
P213H1A-13
P2EH1A-9
P213H1A-13
P2EH1A-9
P213H1A-13P2EH1A-9
P213H1A-13
P2EH1A-9
P213H1A-13
P2EH1A-9
P213H1A-13
P213H1A-13P2EH1A-9P213H1A-13
P2EH1A-9
P213H1A-13
P2EH1A-9
P213H1A-13P2EH1A-9
P2EH1A-9P213H1A-13P2EH1A-9
P2EH1A-9
P213H1A-13
P2EH1A-9
P1BEH1A-9
P1B13H1A-13
P1BEH1A-9
P1B13H1A-13
P1BEH1A-9 F6EH1A-10NL
X2
INTEGRATELIGHTING INTOCUSTOM HANDRAIL
X1EH1A-9
X1EH1A-9
X1EH1A-9 X1
EH1A-9F3EH1A-12NLF3EH1A-12NL
F4H1A-13F4H1A-13
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C A L I FOR N I A S T A T E O F
CONSULTING ENGINEERS
REVISIONS
NO. DATE
DATE:DESIGN BY:DRAWN BY:CHECKED BY:SCALESHEET NO:
watrydesign.com
San Jose, California
Irvine, California
CITY SPECIFICATION NO.APPROVED BY:
PROJECT TITLE:
SHEET TITLE:
JOB NO.:
90435
1305 MARINA VILLAGE PARKWAYALAMEDA, CA 94501(530) 886-8556 #E14866
PAUL MILLER
3/32" = 1'-0"
5/12/2023 4:01:49 PM E2.05
CITY OF SAN LUIS OBISPO
03/31/2023
SAN LUIS OBISPO, CA
LIGHTING PLANS LEVEL 5
PLAN CHECK RESPONSE #3
09-079
CULTURAL ARTS DISTRICT PS
1 +8'-0" ABOVE LANDING BETWEEN LEVELS 4 AND 5.
NUMBERED SHEET NOTES
MOUNT EXIT SIGNS ON BALL SWIVEL PENDANTS SUCH THAT THE BOTTOM OF THE SIGN IS ATTHE LOWEST ALLOWABLE HEIGHT FOR THE GARAGE TO MAXIMIZE VISIBILITY. NOTIFY ENGINEERAND ARCHITECT IF A LOCATION WILL NOT ALLOW FULL VISBILITY OF THE SIGN DUE TOOBSTRUCTIONS - PRIOR TO MOUNTING SIGN.
A.
GENERAL SHEET NOTES
1 Date 13 05/05/2023
Exp. 06/30/23
No. E014866
AI N OR OF CAL I F ET AT S L CA C TR I L E E
R
LE T. M L UAP
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EN
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-
JJ
A.1
1 A.3 A.6
A.9
B B.2 B.7 C
C.1 C.2 C.7
D
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101213
A.8 B.3 C.3 C.8
11 A C.6
10.4 A.4 B.6 C.5
12.1 1
E6.01
ENLARGED PLAN 1FOR LAYOUT SEE
ELEVATOR AND MACHINE ROOM #2SEE ENLARGED DETAILS
ELEVATOR AND MACHINE ROOM #1SEE ENLARGED PLANS
E6.01
2 E6.01
2 L.V.
103
EM
104
CTRL. RM #1
102
ELEC.
105
BIKE ENCLOSURE
106
CTRL. MECH.RM #2
107 CTRL. RM #2
108
CTRL. MECH.RM #1
023
CTRL. RM #1
101
TRANSFORMER
109
L1A-8
L1A-8
2 LEV2-6/8,10/12
LEV2-14/16,18/20
2 LEV2-22/24,26/28
2 UTILITY TRANSFORMER SEE SITE PLAN E1.01
L1A-6
IRRIGATION CONTROLLER CABINET. COORDINATE AS REQUIRED.
3/4"C. TO TELECOM RM.
LEV2-33/35,2/4
2 2222
2 2 2 2 2
222
2 LEV1-1/3,5/7
LEV1-9/11,13/15
LEV1-17/19,21/23
LEV1-25/27,29/31
LEV1-33/35,2/4 LEV1-6/8,10/12 LEV1-14/16,18/20 LEV1-22/24,26/28 LEV1-30/32,34/36 LEV2-25/27,29/31LEV2-17/19,21/23
LEV2-9/11,13/15
LEV2-1/3,5/7
L1A-18+48" TYP.
OU-1.319 MCA, 28 MOCP208V, 1PHIU-1.31A,208V,1PH
OU-1.419 MCA, 28 MOCP208V,1PHIU-1.41A,208V,1PH
FALCON NETWORKSWITCH
PARKING MONUMENTSIGNAGE
L1A-22 PARKING
NETWORK GATEWAY
16 L1A -16 L1A-20
3/4"C. TOTELECOM RM
STUB (6) 2"C. FROM THE ELECTRICAL ROOM AND (6)
1"C. FROM THE TELECOMROOM INTO THE LINERBUILDING. TERMINAT PER ARCHITECTURAL INSTRUCTIONS.
3 3
3 3
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ELECTRICAL
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C A L I FOR N I A S T A T E O F
CONSULTING ENGINEERS
REVISIONS
NO. DATE
DATE:DESIGN BY:DRAWN BY:CHECKED BY:SCALESHEET NO:
watrydesign.com
San Jose, California
Irvine, California
CITY SPECIFICATION NO.APPROVED BY:
PROJECT TITLE:
SHEET TITLE:
JOB NO.:
90435
1305 MARINA VILLAGE PARKWAYALAMEDA, CA 94501(530) 886-8556 #E14866
PAUL MILLER
3/32" = 1'-0"
5/12/2023 4:01:51 PM E3.01
CITY OF SAN LUIS OBISPO
03/31/2023
SAN LUIS OBISPO, CA
POWER & FIRE ALARM PLANS LEVEL 1
PLAN CHECK RESPONSE #3
09-079
CULTURAL ARTS DISTRICT PS
1 (2) 2" C. RISERS FOR PHOTOVOLTAIC SYSTEM.
EV CHARGING STATION - DUAL. PROVIDED UNDER ANOTHER DIVISION OF WORK. CONNECTCOMPLETE. 4#8, 1#10G IN 1-1/4" C. 2 NUMBERED SHEET NOTES
PROVIDE PERMANENT LABEL ON EACH EV CHARGER FOR A UNIQUE NUMBERED ID AND THECIRCUIT NUMBERS USED. UPDATE AS-BUILT DRAWING PANEL SCHEDULES WITH THE ID NUMBERFOR EACH CHARGER.
A.
GENERAL SHEET NOTES
1 Date 13 05/05/2023
Exp. 06/30/23
No. E014866
AI N OR OF CAL I F ET AT S L CA C TR I L E E
R
LE T. M L UAP
R
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EN
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A.1
1 A.3 A.6
A.9
B B.2 B.7 C
C.1 C.2 C.7
D
23456789
101213
A.8 B.3 C.3 C.8
11 A C.6
10.4 A.4 B.6 C.5
12.1 1
STO. #1
202 ?
?
L1A-8
L1A-8
FALCON NETWORKSWITCH
L1A-24
1 EVSEEVSEEVSE
(FUTURE) (FUTURE) (FUTURE) (FUTURE) (FUTURE) (FUTURE)
3 3 3
(FUTURE)(FUTURE)(FUTURE)(FUTURE)(FUTURE)(FUTURE)(FUTURE) 3 3
3 3
3 EVSE EVSE
2 2 2 3
LEV2-25/27,29/31 LEV2-9/11,13/15 LEV2-17/19,21/23
EVSE EVSE
3 2
LEV2-1/3,5/7
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C A L I FOR N I A S T A T E O F
CONSULTING ENGINEERS
REVISIONS
NO. DATE
DATE:DESIGN BY:DRAWN BY:CHECKED BY:SCALESHEET NO:
watrydesign.com
San Jose, California
Irvine, California
CITY SPECIFICATION NO.APPROVED BY:
PROJECT TITLE:
SHEET TITLE:
JOB NO.:
90435
1305 MARINA VILLAGE PARKWAYALAMEDA, CA 94501(530) 886-8556 #E14866
PAUL MILLER
3/32" = 1'-0"
5/12/2023 4:01:56 PM E3.02
CITY OF SAN LUIS OBISPO
03/31/2023
SAN LUIS OBISPO, CA
POWER & FIRE ALARM PLANS LEVEL 2
PLAN CHECK RESPONSE #3
09-079
CULTURAL ARTS DISTRICT PS
1 (2) 2" C. RISERS FOR PHOTOVOLTAIC SYSTEM.
EV CHARGING STATION - DUAL. PROVIDED UNDER ANOTHER DIVISION OF WORK. CONNECTCOMPLETE. 4#8, 1#10G IN 1-1/4" C. 2 FUTURE EV STATION. ROUTE 1-1/4" CONDUIT TO EACH LOCATION AND STUB UP INTO SURFACEMOUNTED BOX. PROVIDE PULLSTRING WITH LOCATION OF OTHER END MARKED. 3 NUMBERED SHEET NOTES
3 05/05/2023
3 3
3 3
Exp. 06/30/23
No. E014866
AI N OR OF CAL I F ET AT S L CA C TR I L E E
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A.1
1 A.3 A.6
A.9
B B.2 B.7 C
C.1 C.2 C.7
D
23456789
101213
A.8 B.3 C.3 C.8
11 A C.6
10.4 A.4 B.6 C.5
12.1 1
L1A-8
L1A-8
INTERIOR PARKINGSIGNAGE L1A-28
L1A-26
FALCON NETWORKSWITCH
EVSE EVSE EVSE EVSE EVSE EVSE EVSE EVSE
EVSEEVSEEVSEEVSEEVSEEVSEEVSEEVSEEVSEEVSE
1 EVSE EVSE EVSE EVSE EVSE EVSE EVSE EVSE EVSE EVSE EVSE EVSE 3 3
3 R
ELECTRICAL
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C A L I FOR N I A S T A T E O F
CONSULTING ENGINEERS
REVISIONS
NO. DATE
DATE:DESIGN BY:DRAWN BY:CHECKED BY:SCALESHEET NO:
watrydesign.com
San Jose, California
Irvine, California
CITY SPECIFICATION NO.APPROVED BY:
PROJECT TITLE:
SHEET TITLE:
JOB NO.:
90435
1305 MARINA VILLAGE PARKWAYALAMEDA, CA 94501(530) 886-8556 #E14866
PAUL MILLER
3/32" = 1'-0"
5/12/2023 4:02:00 PM E3.03
CITY OF SAN LUIS OBISPO
03/31/2023
SAN LUIS OBISPO, CA
POWER & FIRE ALARM PLANS LEVEL 3
PLAN CHECK RESPONSE #3
09-079
CULTURAL ARTS DISTRICT PS
1 (2) 2" C. RISERS FOR PHOTOVOLTAIC SYSTEM.
NUMBERED SHEET NOTES
3 05/05/2023
ALL EV STATIONS ON THIS FLOOR ARE FUTURE. ROUTE 1-1/4" CONDUIT TO EACH LOCATION ANDSTUB UP INTO SURFACE MOUNTED BOX. PROVIDE PULLSTRING WITH LOCATION OF OTHER ENDMARKED.
A.
3 GENERAL SHEET NOTES
Exp. 06/30/23
No. E014866
AI N OR OF CAL I F ET AT S L CA C TR I L E E
R
LE T. M L UAP
R
E
EN
I GNE
L NA ROFESS I O P DERETS
I
GE
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A.1
1 A.3 A.6
A.9
B B.2 B.7 C
C.1 C.2 C.7
D
23456789
101213
A.8 B.3 C.3 C.8
11 A C.6
10.4 A.4 B.6 C.5
12.1 1
1 1
1 1
1 2
3 3
22 2
33 2
3333
L1A-8
L1A-8
L1A-30
INTERIOR PARKINGSIGNAGE
EVSE EVSE EVSE EVSE EVSE EVSE EVSE EVSE EVSE EVSE EVSE EVSE 3 EVSEEVSEEVSEEVSEEVSEEVSEEVSEEVSEEVSEEVSE
3 EVSE EVSE EVSE EVSE EVSE EVSE EVSE EVSE
3 R
ELECTRICAL
E
E
N
I GNE L NA ROFESS I O P DE RET S
I
G
ER
C A L I FOR N I A S T A T E O F
CONSULTING ENGINEERS
REVISIONS
NO. DATE
DATE:DESIGN BY:DRAWN BY:CHECKED BY:SCALESHEET NO:
watrydesign.com
San Jose, California
Irvine, California
CITY SPECIFICATION NO.APPROVED BY:
PROJECT TITLE:
SHEET TITLE:
JOB NO.:
90435
1305 MARINA VILLAGE PARKWAYALAMEDA, CA 94501(530) 886-8556 #E14866
PAUL MILLER
3/32" = 1'-0"
5/12/2023 4:02:04 PM E3.04
CITY OF SAN LUIS OBISPO
03/31/2023
SAN LUIS OBISPO, CA
POWER & FIRE ALARM PLANS LEVEL 4
PLAN CHECK RESPONSE #3
09-079
CULTURAL ARTS DISTRICT PS
1 (2) 2" C. RISERS FOR PHOTOVOLTAIC SYSTEM.2 2" CONDUIT RISER TO EACH PV CANOPY.
ROUTE SURFACE MOUNTED CONDUIT THROUGH BEAM SLEEVE. COORDINATE EXACT LOCATIONWITH ARCHITECT AND STRUCTURAL ENGINEER. 3 NUMBERED SHEET NOTES
3 05/05/2023
ALL EV STATIONS ON THIS FLOOR ARE FUTURE. ROUTE 1-1/4" CONDUIT TO EACH LOCATION ANDSTUB UP INTO SURFACE MOUNTED BOX. PROVIDE PULLSTRING WITH LOCATION OF OTHER ENDMARKED.
A.
GENERAL SHEET NOTES
3 Exp. 06/30/23
No. E014866
AI N OR OF CAL I F ET AT S L CA C TR I L E E
R
LE T. M L UAP
R
E
EN
I GNE
L NA ROFESS I O P DERETS
I
GE
R
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WP WP WP
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A.1
1 A.3 A.6
A.9
B B.2 B.7 C
C.1 C.2 C.7
D
23456789
101213
A.8 B.3 C.3 C.8
11 A C.6
10.4 A.4 B.6 C.5
12.1 1
1 1
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3 EVSEEVSEEVSEEVSEEVSEEVSEEVSEEVSEEVSEEVSE
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ELECTRICAL
E
E
N
I GNE L NA ROFESS I O P DE RET S
I
G
ER
C A L I FOR N I A S T A T E O F
CONSULTING ENGINEERS
REVISIONS
NO. DATE
DATE:DESIGN BY:DRAWN BY:CHECKED BY:SCALESHEET NO:
watrydesign.com
San Jose, California
Irvine, California
CITY SPECIFICATION NO.APPROVED BY:
PROJECT TITLE:
SHEET TITLE:
JOB NO.:
90435
1305 MARINA VILLAGE PARKWAYALAMEDA, CA 94501(530) 886-8556 #E14866
PAUL MILLER
3/32" = 1'-0"
5/12/2023 4:02:06 PM E3.05
CITY OF SAN LUIS OBISPO
03/31/2023
SAN LUIS OBISPO, CA
POWER & FIRE ALARM PLANS LEVEL 5
PLAN CHECK RESPONSE #3
09-079
CULTURAL ARTS DISTRICT PS
1 (2) 2" C. RISERS FOR PHOTOVOLTAIC SYSTEM.
NUMBERED SHEET NOTES
3 05/05/2023
ALL EV STATIONS ON THIS FLOOR ARE FUTURE. ROUTE 1-1/4" CONDUIT TO EACH LOCATION ANDSTUB UP INTO SURFACE MOUNTED BOX. PROVIDE PULLSTRING WITH LOCATION OF OTHER ENDMARKED.
A.
GENERAL SHEET NOTES
3 Exp. 06/30/23
No. E014866
AI N OR OF CAL I F ET AT S L CA C TR I L E E
R
LE T. M L UAP
R
E
EN
I GNE
L NA ROFESS I O P DERETS
I
GE
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EM
$ (/3 5;
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C.1 C.2 C.7
D
23456789
101213
A.8 B.3 C.3 C.8
11 A C.6
10.4 A.4 B.6 C.5
12.1 J2AJ1A
2 1
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9 8
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1 77 7
4 3
4 4
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DAP
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103
EM
104
CTRL. RM #1
102
ELEC.
105
BIKE ENCLOSURE
106
CTRL. MECH.RM #2
CTRL. RM #2 107
108
CTRL. MECH.RM #1
023
CTRL. RM #1
101
TRANSFORMER
109
1211
12 13
13 3
CAMERA ID CAMERA TYPE,
REFER TO
CAMERA SPECS
MEGAPIXEL CONDUIT
MINIMUM
INDOOR/OUTDOOR BASIS OF
DESIGN
MOUNT
AB
CD
SINGLE LENS VERIFOCALSINGLE LENS VERIFOCAL
PANORAMIC 180
FISHEYE 360
3/4"3/4"
3/4"3/4"
2MP8MP8MP12MP
INDOORINDOORINDOORINDOOR
AXIS P3245-LVAXIS P3228-LVAXIS P3807-PVEAXIS M3058-PLVE
SURFACE WALL OR CEILINGCEILING OR PENDANTPENDANTCEILING OR PENDANT R
ELECTRICAL
E
E
N
I GNE L NA ROFESS I O P DE RET S
I
G
ER
C A L I FOR N I A S T A T E O F
CONSULTING ENGINEERS
REVISIONS
NO. DATE
DATE:DESIGN BY:DRAWN BY:CHECKED BY:SCALESHEET NO:
watrydesign.com
San Jose, California
Irvine, California
CITY SPECIFICATION NO.APPROVED BY:
PROJECT TITLE:
SHEET TITLE:
JOB NO.:
90435
1305 MARINA VILLAGE PARKWAYALAMEDA, CA 94501(530) 886-8556 #E14866
PAUL MILLER
As indicated
5/12/2023 4:02:08 PM E4.01
CITY OF SAN LUIS OBISPO
03/31/2023
SAN LUIS OBISPO, CA
LOW VOLTAGE PLANS LEVEL 1
PLAN CHECK RESPONSE #3
09-079
CULTURAL ARTS DISTRICT PS
PROVIDE A 16"X16"X6" TELECOMMUNICATIONS BOX WITH HINGED DOOR FOR THE DAS RISERAND DISTRIBUTION CABLE. PROVIDE 2-2"C TO FLOOR ABOVE. COORDINATE LOCATION WITH THEFIRE RISER. 1 PROVIDE A 16"X16"X6" TELECOMMUNICATIONS BOX WITH HINGED DOOR FOR THETELECOMMUNICATIONS DISTRIBUTION CABLE. PROVIDE 2-2"C TO FLOOR ABOVE. COORDINATELOCATION WITH THE FIRE RISER. 23 1"C TO J2A OR J2B AS REQUIRED.4 3/4"C BETWEEN J-BOXES IN CONCRETE.
DAS OMNI ANTENNA MOUNTED ON A SURFACE MOUNTED J-BOX OVER OUTLET BOX INCONCRETE. 56 3/4"C TO J1A.7 2-2" UG CONDUIT.8 3/4"C TO J2A OR J2B.9 3/4" AND 1" CONDUIT TO LV ROOM 009. 10 3/4" AND 1" CONDUIT TO CALL STATION OUTLET AT FLOOR ABOVE. 1" CONDUIT TO LV ROOM 009 FOR GATE READER. COORDINATE WITH GATE CONTRACTOR FORROUGH-IN. 11 1" CONDUIT TO LV ROOM 009 FOR PARKING PAY STATION. COORDINATE WITH ARCHITECTURALDRAWINGS. 12 NUMBERED SHEET NOTES
A. REFER TO CAMERA SCHEDULE FOR PROPOSED CAMERA TYPE AND MODEL.
EMERGENCY RESPONDER RADIO COVERAGE SYSTEM (ERRCS) IS REQUIRED PER IN THEBUILDING PER CFC 510.1. THE SYSTEM B.
ERRCS IS REQUIRED WHERE SIGNAL STRENGTH DOES NOT MEET CFC 510.4.1. THE SIGNALSTRENGTH SHALL BE A MINIMUM -95 dBm IN 90 PERCENT OF THE BUILDING. CRITICAL AREAS,SUCH AS THE FIRE COMMAND CENTER, FIRE PUMP ROOM, INTERIOR EXIT STAIRWAYS, EXITPASSAGEWAYS, ELEVATOR LOBBIES, STANDPIPE CABINETS, RESCUE AIR FILLING STATIONS,SPRINKLER SECTIONAL VALVE LOCATIONS, AND OTHER AREAS REQUIRED BY THE FIRE CODEOFFICIAL, SHALL BE PROVIDED WITH 99 PERCENT FLOOR AREA RADIO COVERAGE.
C.D. THE ERRCS CABLE SYSTEM SURVIVABILITY SHALL BE 2 HR RATED PER CFC 510.4.1.5 .
ERRCS SIGNAL TESTING SHALL BE CONDUCTED AT THE SITE BEFORE CONSTRUCTION TOCONFIRM SIGNAL STRENGTH. ADDITIONAL TESTING SHALL BE CONDUCTED IN THE BUILDING TOCONFIRM LOCATIONS IF ANY THAT REQUIRE SIGNAL ENHANCEMENT TO BRING THE PUBLICSAFETY SIGNAL TO CODE. AN ERRCS SYSTEM WILL BE REQUIRED TO BE DESIGNED, AHJAPPROVED, INSTALLED AND TESTED IF PROPER SIGNAL STRENGTH CAN NOT BE ACHIEVED ANDWITNESSED BY THE AHJ.
E.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR AQUIRING THE FREQUENCIES USED BY THELOCAL PUBLIC SAFETY ENTITIES AND DESIGNING THE ERRCS SYSTEM FOR THE REQUIREDFREQUENCIES PER THE AHJ.
F.
ALL CONDUIT INSTALLED FOR THE LOW VOLTAGE SYSTEMS SHALL BE CONCEALED INCONCRETE, WALLS OR UNDERGROUND AS REQUIRED.
G.
ALL CABLE INSTALLED SHALL BE PER THE CONDITIONS INSTALLED IN AND PER THE 2019 CECAND CFC.
H.
GENERAL SHEET NOTES
3 05/05/2023
Exp. 06/30/23
No. E014866
AI N OR OF CAL I F ET AT S L CA C TR I L E E
R
LE T. M L UAP
R
E
EN
I GNE
L NA ROFESS I O P DERETS
I
GE
R
I L
EM
EM
A.1
1 A.3 A.6
A.9
B B.2 B.7 C
C.1 C.2 C.7
D
23456789
101213
A.8 B.3 C.3 C.8
11 A C.6
10.4 A.4 B.6 C.5
12.1 J2A J1A
2 1
CS
8 7
3 3
4 7
J2B 8 CS
2 5
5 4
4 4
5 6
5 5
STO. #1
202
D
3 D
C
B
C
9 CAMERA ID CAMERA TYPE,
REFER TO
CAMERA SPECS
MEGAPIXEL CONDUIT
MINIMUM
INDOOR/OUTDOOR BASIS OF
DESIGN
MOUNT
AB
CD
SINGLE LENS VERIFOCALSINGLE LENS VERIFOCAL
PANORAMIC 180
FISHEYE 360
3/4"3/4"
3/4"3/4"
2MP8MP8MP12MP
INDOORINDOORINDOORINDOOR
AXIS P3245-LVAXIS P3228-LVAXIS P3807-PVEAXIS M3058-PLVE
SURFACE WALL OR CEILINGCEILING OR PENDANTPENDANTCEILING OR PENDANT R
ELECTRICAL
E
E
N
I GNE L NA ROFESS I O P DE RET S
I
G
ER
C A L I FOR N I A S T A T E O F
CONSULTING ENGINEERS
REVISIONS
NO. DATE
DATE:DESIGN BY:DRAWN BY:CHECKED BY:SCALESHEET NO:
watrydesign.com
San Jose, California
Irvine, California
CITY SPECIFICATION NO.APPROVED BY:
PROJECT TITLE:
SHEET TITLE:
JOB NO.:
90435
1305 MARINA VILLAGE PARKWAYALAMEDA, CA 94501(530) 886-8556 #E14866
PAUL MILLER
As indicated
5/12/2023 4:02:13 PM E4.02
CITY OF SAN LUIS OBISPO
03/31/2023
SAN LUIS OBISPO, CA
LOW VOLTAGE PLANS LEVEL 2
PLAN CHECK RESPONSE #3
09-079
CULTURAL ARTS DISTRICT PS
PROVIDE A 16"X16"X6" TELECOMMUNICATIONS BOX WITH HINGED DOOR FOR THE DAS RISERAND DISTRIBUTION CABLE. PROVIDE 2-2"C TO FLOOR ABOVE.COORDINATE WITH THE FIRE RISERCONTRACTOR. 1 PROVIDE A 16"X16"X6" TELECOMMUNICATIONS BOX WITH HINGED DOOR FOR THETELECOMMUNICATIONS DISTRIBUTION CABLE. PROVIDE 2-2"C TO FLOOR ABOVE.COORDINATEWITH THE FIRE RISER CONTRACTOR. 23 1"C TO J2A OR J2B AS REQUIRED.4 3/4"C BETWEEN J-BOXES IN CONCRETE.
DAS OMNI ANTENNA MOUNTED ON A SURFACE MOUNTED J-BOX OVER OUTLET BOX INCONCRETE. 56 3/4"C TO J1A.7 3/4"C TO J2A OR J2B.8 3/4" AND 1" CONDUIT TO CALL STATION OUTLET AT FLOOR ABOVE. 1" CONDUIT TO J2B FOR PARKING PAY STATION. COORDINATE WITH ARCHITECTURALDRAWINGS. CATEGORY 6 CABLE TO ROOM LV 009. 9 NUMBERED SHEET NOTES
A. REFER TO CAMERA SCHEDULE FOR PROPOSED CAMERA TYPE AND MODEL.
EMERGENCY RESPONDER RADIO COVERAGE SYSTEM (ERRCS) IS REQUIRED PER IN THEBUILDING PER CFC 510.1. THE SYSTEM B.
ERRCS IS REQUIRED WHERE SIGNAL STRENGTH DOES NOT MEET CFC 510.4.1. THE SIGNALSTRENGTH SHALL BE A MINIMUM -95 dBm IN 90 PERCENT OF THE BUILDING. CRITICAL AREAS,SUCH AS THE FIRE COMMAND CENTER, FIRE PUMP ROOM, INTERIOR EXIT STAIRWAYS, EXITPASSAGEWAYS, ELEVATOR LOBBIES, STANDPIPE CABINETS, RESCUE AIR FILLING STATIONS,SPRINKLER SECTIONAL VALVE LOCATIONS, AND OTHER AREAS REQUIRED BY THE FIRE CODEOFFICIAL, SHALL BE PROVIDED WITH 99 PERCENT FLOOR AREA RADIO COVERAGE.
C.D. THE ERRCS CABLE SYSTEM SURVIVABILITY SHALL BE 2 HR RATED PER CFC 510.4.1.5 .
ERRCS SIGNAL TESTING SHALL BE CONDUCTED AT THE SITE BEFORE CONSTRUCTION TOCONFIRM SIGNAL STRENGTH. ADDITIONAL TESTING SHALL BE CONDUCTED IN THE BUILDING TOCONFIRM LOCATIONS IF ANY THAT REQUIRE SIGNAL ENHANCEMENT TO BRING THE PUBLICSAFETY SIGNAL TO CODE. AN ERRCS SYSTEM WILL BE REQUIRED TO BE DESIGNED, AHJAPPROVED, INSTALLED AND TESTED IF PROPER SIGNAL STRENGTH CAN NOT BE ACHIEVED ANDWITNESSED BY THE AHJ.
E.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR AQUIRING THE FREQUENCIES USED BY THELOCAL PUBLIC SAFETY ENTITIES AND DESIGNING THE ERRCS SYSTEM FOR THE REQUIREDFREQUENCIES PER THE AHJ.
F.
ALL CONDUIT INSTALLED FOR THE LOW VOLTAGE SYSTEMS SHALL BE CONCEALED INCONCRETE, WALLS OR UNDERGROUND AS REQUIRED.
G.
ALL CABLE INSTALLED SHALL BE PER THE CONDITIONS INSTALLED IN AND PER THE 2019 CECAND CFC.
H.
GENERAL SHEET NOTES
3 05/05/2023
Exp. 06/30/23
No. E014866
AI N OR OF CAL I F ET AT S L CA C TR I L E E
R
LE T. M L UAP
R
E
EN
I GNE
L NA ROFESS I O P DERETS
I
GE
R
I L
EM
EM
A.1
1 A.3 A.6
A.9
B B.2 B.7 C
C.1 C.2 C.7
D
23456789
101213
A.8 B.3 C.3 C.8
11 A C.6
10.4 A.4 B.6 C.5
12.1 J2A J1A
2 1
CS
8 7
3 3
4 3
7 J2B 8 CS
2 5
5 4
4 4
5 6
5 5
C
D
C
B
D
CAMERA ID CAMERA TYPE,
REFER TO
CAMERA SPECS
MEGAPIXEL CONDUIT
MINIMUM
INDOOR/OUTDOOR BASIS OF
DESIGN
MOUNT
AB
CD
SINGLE LENS VERIFOCALSINGLE LENS VERIFOCAL
PANORAMIC 180
FISHEYE 360
3/4"3/4"
3/4"3/4"
2MP8MP8MP12MP
INDOORINDOORINDOORINDOOR
AXIS P3245-LVAXIS P3228-LVAXIS P3807-PVEAXIS M3058-PLVE
SURFACE WALL OR CEILINGCEILING OR PENDANTPENDANTCEILING OR PENDANT R
ELECTRICAL
E
E
N
I GNE L NA ROFESS I O P DE RET S
I
G
ER
C A L I FOR N I A S T A T E O F
CONSULTING ENGINEERS
REVISIONS
NO. DATE
DATE:DESIGN BY:DRAWN BY:CHECKED BY:SCALESHEET NO:
watrydesign.com
San Jose, California
Irvine, California
CITY SPECIFICATION NO.APPROVED BY:
PROJECT TITLE:
SHEET TITLE:
JOB NO.:
90435
1305 MARINA VILLAGE PARKWAYALAMEDA, CA 94501(530) 886-8556 #E14866
PAUL MILLER
As indicated
5/12/2023 4:02:17 PM E4.03
CITY OF SAN LUIS OBISPO
03/31/2023
SAN LUIS OBISPO, CA
LOW VOLTAGE PLANS LEVEL 3
PLAN CHECK RESPONSE #3
09-079
CULTURAL ARTS DISTRICT PS
PROVIDE A 16"X16"X6" TELECOMMUNICATIONS BOX WITH HINGED DOOR FOR THE DAS RISERAND DISTRIBUTION CABLE. PROVIDE 2-2"C TO FLOOR ABOVE. COORDINATE WITH THE FIRERISER CONTRACTOR. 1 PROVIDE A 16"X16"X6" TELECOMMUNICATIONS BOX WITH HINGED DOOR FOR THETELECOMMUNICATIONS DISTRIBUTION CABLE. PROVIDE 2-2"C TO FLOOR ABOVE. COORDINATEWITH THE FIRE RISER CONTRACTOR. 23 1"C TO J2A OR J2B AS REQUIRED.4 3/4"C BETWEEN J-BOXES IN CONCRETE.
DAS OMNI ANTENNA MOUNTED ON A SURFACE MOUNTED J-BOX OVER OUTLET BOX INCONCRETE. 56 3/4"C TO J1A.7 3/4"C TO J2A OR J2B.8 3/4" AND 1" CONDUIT TO CALL STATION OUTLET AT FLOOR ABOVE.
NUMBERED SHEET NOTES
A. REFER TO CAMERA SCHEDULE FOR PROPOSED CAMERA TYPE AND MODEL.
EMERGENCY RESPONDER RADIO COVERAGE SYSTEM (ERRCS) IS REQUIRED PER IN THEBUILDING PER CFC 510.1. THE SYSTEM B.
ERRCS IS REQUIRED WHERE SIGNAL STRENGTH DOES NOT MEET CFC 510.4.1. THE SIGNALSTRENGTH SHALL BE A MINIMUM -95 dBm IN 90 PERCENT OF THE BUILDING. CRITICAL AREAS,SUCH AS THE FIRE COMMAND CENTER, FIRE PUMP ROOM, INTERIOR EXIT STAIRWAYS, EXITPASSAGEWAYS, ELEVATOR LOBBIES, STANDPIPE CABINETS, RESCUE AIR FILLING STATIONS,SPRINKLER SECTIONAL VALVE LOCATIONS, AND OTHER AREAS REQUIRED BY THE FIRE CODEOFFICIAL, SHALL BE PROVIDED WITH 99 PERCENT FLOOR AREA RADIO COVERAGE.
C.D. THE ERRCS CABLE SYSTEM SURVIVABILITY SHALL BE 2 HR RATED PER CFC 510.4.1.5 .
ERRCS SIGNAL TESTING SHALL BE CONDUCTED AT THE SITE BEFORE CONSTRUCTION TOCONFIRM SIGNAL STRENGTH. ADDITIONAL TESTING SHALL BE CONDUCTED IN THE BUILDING TOCONFIRM LOCATIONS IF ANY THAT REQUIRE SIGNAL ENHANCEMENT TO BRING THE PUBLICSAFETY SIGNAL TO CODE. AN ERRCS SYSTEM WILL BE REQUIRED TO BE DESIGNED, AHJAPPROVED, INSTALLED AND TESTED IF PROPER SIGNAL STRENGTH CAN NOT BE ACHIEVED ANDWITNESSED BY THE AHJ.
E.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR AQUIRING THE FREQUENCIES USED BY THELOCAL PUBLIC SAFETY ENTITIES AND DESIGNING THE ERRCS SYSTEM FOR THE REQUIREDFREQUENCIES PER THE AHJ.
F.
ALL CONDUIT INSTALLED FOR THE LOW VOLTAGE SYSTEMS SHALL BE CONCEALED INCONCRETE, WALLS OR UNDERGROUND AS REQUIRED.
G.
ALL CABLE INSTALLED SHALL BE PER THE CONDITIONS INSTALLED IN AND PER THE 2019 CECAND CFC.
H.
GENERAL SHEET NOTES
3 05/05/2023
Exp. 06/30/23
No. E014866
AI N OR OF CAL I F ET AT S L CA C TR I L E E
R
LE T. M L UAP
R
E
EN
I GNE
L NA ROFESS I O P DERETS
I
GE
R
I L
EM
EM
A.1
1 A.3 A.6
A.9
B B.2 B.7 C
C.1 C.2 C.7
D
23456789
101213
A.8 B.3 C.3 C.8
11 A C.6
10.4 A.4 B.6 C.5
12.1 J2A J1A
2 1
CS
8 7
3 3
4 3
7 J2B 8 CS
2 5
5 4
4 4
5 6
5 5
D
B
C
C
D
CAMERA ID CAMERA TYPE,
REFER TO
CAMERA SPECS
MEGAPIXEL CONDUIT
MINIMUM
INDOOR/OUTDOOR BASIS OF
DESIGN
MOUNT
AB
CD
SINGLE LENS VERIFOCALSINGLE LENS VERIFOCAL
PANORAMIC 180
FISHEYE 360
3/4"3/4"
3/4"3/4"
2MP8MP8MP12MP
INDOORINDOORINDOORINDOOR
AXIS P3245-LVAXIS P3228-LVAXIS P3807-PVEAXIS M3058-PLVE
SURFACE WALL OR CEILINGCEILING OR PENDANTPENDANTCEILING OR PENDANT R
ELECTRICAL
E
E
N
I GNE L NA ROFESS I O P DE RET S
I
G
ER
C A L I FOR N I A S T A T E O F
CONSULTING ENGINEERS
REVISIONS
NO. DATE
DATE:DESIGN BY:DRAWN BY:CHECKED BY:SCALESHEET NO:
watrydesign.com
San Jose, California
Irvine, California
CITY SPECIFICATION NO.APPROVED BY:
PROJECT TITLE:
SHEET TITLE:
JOB NO.:
90435
1305 MARINA VILLAGE PARKWAYALAMEDA, CA 94501(530) 886-8556 #E14866
PAUL MILLER
As indicated
5/12/2023 4:02:21 PM E4.04
CITY OF SAN LUIS OBISPO
03/31/2023
SAN LUIS OBISPO, CA
LOW VOLTAGE PLANS LEVEL 4
PLAN CHECK RESPONSE #3
09-079
CULTURAL ARTS DISTRICT PS
PROVIDE A 16"X16"X6" TELECOMMUNICATIONS BOX WITH HINGED DOOR FOR THE DAS RISERAND DISTRIBUTION CABLE. PROVIDE 2-2"C TO FLOOR ABOVE. COORDINATE WITH THE FIRERISER CONTRACTOR. 1 PROVIDE A 16"X16"X6" TELECOMMUNICATIONS BOX WITH HINGED DOOR FOR THETELECOMMUNICATIONS DISTRIBUTION CABLE. PROVIDE 2-2"C TO FLOOR ABOVE. COORDINATEWITH THE FIRE RISER CONTRACTOR. 23 1"C TO J2A OR J2B AS REQUIRED.4 3/4"C BETWEEN J-BOXES IN CONCRETE.
DAS OMNI ANTENNA MOUNTED ON A SURFACE MOUNTED J-BOX OVER OUTLET BOX INCONCRETE. 56 3/4"C TO J1A.7 3/4"C TO J2A OR J2B.8 3/4" AND 1" CONDUIT TO CALL STATION OUTLET AT FLOOR ABOVE.
NUMBERED SHEET NOTES
A. REFER TO CAMERA SCHEDULE FOR PROPOSED CAMERA TYPE AND MODEL.
EMERGENCY RESPONDER RADIO COVERAGE SYSTEM (ERRCS) IS REQUIRED PER IN THEBUILDING PER CFC 510.1. THE SYSTEM B.
ERRCS IS REQUIRED WHERE SIGNAL STRENGTH DOES NOT MEET CFC 510.4.1. THE SIGNALSTRENGTH SHALL BE A MINIMUM -95 dBm IN 90 PERCENT OF THE BUILDING. CRITICAL AREAS,SUCH AS THE FIRE COMMAND CENTER, FIRE PUMP ROOM, INTERIOR EXIT STAIRWAYS, EXITPASSAGEWAYS, ELEVATOR LOBBIES, STANDPIPE CABINETS, RESCUE AIR FILLING STATIONS,SPRINKLER SECTIONAL VALVE LOCATIONS, AND OTHER AREAS REQUIRED BY THE FIRE CODEOFFICIAL, SHALL BE PROVIDED WITH 99 PERCENT FLOOR AREA RADIO COVERAGE.
C.D. THE ERRCS CABLE SYSTEM SURVIVABILITY SHALL BE 2 HR RATED PER CFC 510.4.1.5 .
ERRCS SIGNAL TESTING SHALL BE CONDUCTED AT THE SITE BEFORE CONSTRUCTION TOCONFIRM SIGNAL STRENGTH. ADDITIONAL TESTING SHALL BE CONDUCTED IN THE BUILDING TOCONFIRM LOCATIONS IF ANY THAT REQUIRE SIGNAL ENHANCEMENT TO BRING THE PUBLICSAFETY SIGNAL TO CODE. AN ERRCS SYSTEM WILL BE REQUIRED TO BE DESIGNED, AHJAPPROVED, INSTALLED AND TESTED IF PROPER SIGNAL STRENGTH CAN NOT BE ACHIEVED ANDWITNESSED BY THE AHJ.
E.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR AQUIRING THE FREQUENCIES USED BY THELOCAL PUBLIC SAFETY ENTITIES AND DESIGNING THE ERRCS SYSTEM FOR THE REQUIREDFREQUENCIES PER THE AHJ.
F.
ALL CONDUIT INSTALLED FOR THE LOW VOLTAGE SYSTEMS SHALL BE CONCEALED INCONCRETE, WALLS OR UNDERGROUND AS REQUIRED.
G.
ALL CABLE INSTALLED SHALL BE PER THE CONDITIONS INSTALLED IN AND PER THE 2019 CECAND CFC.
H.
GENERAL SHEET NOTES
3 05/05/2023
Exp. 06/30/23
No. E014866
AI N OR OF CAL I F ET AT S L CA C TR I L E E
R
LE T. M L UAP
R
E
EN
I GNE
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EM
EM
A.1
1 A.3 A.6
A.9
B B.2 B.7 C
C.1 C.2 C.7
D
23456789
101213
A.8 B.3 C.3 C.8
11 A C.6
10.4 A.4 B.6 C.5
12.1 2
2 1 CS 3
3 2 CS
2 2
C
C
C
J2B
CAMERA ID CAMERA TYPE,
REFER TO
CAMERA SPECS
MEGAPIXEL CONDUIT
MINIMUM
INDOOR/OUTDOOR BASIS OF
DESIGN
MOUNT
AB
CD
SINGLE LENS VERIFOCALSINGLE LENS VERIFOCAL
PANORAMIC 180
FISHEYE 360
3/4"3/4"
3/4"3/4"
2MP8MP8MP12MP
INDOORINDOORINDOORINDOOR
AXIS P3245-LVAXIS P3228-LVAXIS P3807-PVEAXIS M3058-PLVE
SURFACE WALL OR CEILINGCEILING OR PENDANTPENDANTCEILING OR PENDANT R
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C A L I FOR N I A S T A T E O F
CONSULTING ENGINEERS
REVISIONS
NO. DATE
DATE:DESIGN BY:DRAWN BY:CHECKED BY:SCALESHEET NO:
watrydesign.com
San Jose, California
Irvine, California
CITY SPECIFICATION NO.APPROVED BY:
PROJECT TITLE:
SHEET TITLE:
JOB NO.:
90435
1305 MARINA VILLAGE PARKWAYALAMEDA, CA 94501(530) 886-8556 #E14866
PAUL MILLER
As indicated
5/12/2023 4:02:23 PM E4.05
CITY OF SAN LUIS OBISPO
03/31/2023
SAN LUIS OBISPO, CA
LOW VOLTAGE PLANS LEVEL 5
PLAN CHECK RESPONSE #3
09-079
CULTURAL ARTS DISTRICT PS
1 MOUNT DAS DONOR ANTENNA AT COLUMN. ROUTE A 2"C TO PANEL J1A ON THE 4TH FLOOR.2 3/4"C TO J2A OR J2B AS REQUIRED ON THE 4TH FLOOR.3 3/4" AND 1" CONDUIT TO CALL STATION OUTLET FROM FLOOR BELOW.
NUMBERED SHEET NOTES
A. REFER TO CAMERA SCHEDULE FOR PROPOSED CAMERA TYPE AND MODEL.
EMERGENCY RESPONDER RADIO COVERAGE SYSTEM (ERRCS) IS REQUIRED PER IN THEBUILDING PER CFC 510.1. THE SYSTEM B.
ERRCS IS REQUIRED WHERE SIGNAL STRENGTH DOES NOT MEET CFC 510.4.1. THE SIGNALSTRENGTH SHALL BE A MINIMUM -95 dBm IN 90 PERCENT OF THE BUILDING. CRITICAL AREAS,SUCH AS THE FIRE COMMAND CENTER, FIRE PUMP ROOM, INTERIOR EXIT STAIRWAYS, EXITPASSAGEWAYS, ELEVATOR LOBBIES, STANDPIPE CABINETS, RESCUE AIR FILLING STATIONS,SPRINKLER SECTIONAL VALVE LOCATIONS, AND OTHER AREAS REQUIRED BY THE FIRE CODEOFFICIAL, SHALL BE PROVIDED WITH 99 PERCENT FLOOR AREA RADIO COVERAGE.
C.D. THE ERRCS CABLE SYSTEM SURVIVABILITY SHALL BE 2 HR RATED PER CFC 510.4.1.5 .
ERRCS SIGNAL TESTING SHALL BE CONDUCTED AT THE SITE BEFORE CONSTRUCTION TOCONFIRM SIGNAL STRENGTH. ADDITIONAL TESTING SHALL BE CONDUCTED IN THE BUILDING TOCONFIRM LOCATIONS IF ANY THAT REQUIRE SIGNAL ENHANCEMENT TO BRING THE PUBLICSAFETY SIGNAL TO CODE. AN ERRCS SYSTEM WILL BE REQUIRED TO BE DESIGNED, AHJAPPROVED, INSTALLED AND TESTED IF PROPER SIGNAL STRENGTH CAN NOT BE ACHIEVED ANDWITNESSED BY THE AHJ.
E.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR AQUIRING THE FREQUENCIES USED BY THELOCAL PUBLIC SAFETY ENTITIES AND DESIGNING THE ERRCS SYSTEM FOR THE REQUIREDFREQUENCIES PER THE AHJ.
F.
ALL CONDUIT INSTALLED FOR THE LOW VOLTAGE SYSTEMS SHALL BE CONCEALED INCONCRETE, WALLS OR UNDERGROUND AS REQUIRED.
G.
ALL CABLE INSTALLED SHALL BE PER THE CONDITIONS INSTALLED IN AND PER THE 2019 CECAND CFC.
H.
GENERAL SHEET NOTES
3 05/05/2023
Exp. 06/30/23
No. E014866
AI N OR OF CAL I F ET AT S L CA C TR I L E E
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504
603
1004
1504
3003
4003
4503
603 603 3003
4503 4503 4503
4003 4003 4003 4003 4003 4003 4003
T8003
T8003
T8003
T8003
TX1C
300KVA
TX1A
45KVA
G
G G
L1A
PANEL
2000A
3P
60A
3P ST
(REC)
100A
3P ST
70A
3P
ESTIMATED 246 KVA PHOTOVOLTAIC PANEL ARRAY ON 5 ROOF CANOPIES (MECH)
(FUTURE)
(FUTURE)
PANEL
EH1A
50A
3P
PROVIDESLEEVES ONLY,NO CONDUIT.
UTILITY
PRIMARY
FEEDER
70A
3P
100A
3P
60A
3P
800A
3P
400A
3P
400A
3P
LEV1
PANEL
LEV2
PANEL
450A
3P
PANEL
H1A
(FUTURE) (FUTURE) (FUTURE)
(FUTURE)
(FUTURE)
(FUTURE)
3RD FLOOR
2ND FLOOR1ST FLOOR
PAD MOUNTEDUTILITYTRANSFORMER
M M
5TH FLOOR
EL-1
30 HP
36 FLA
40 MCA
45A BF
1 2
3 1
300A
3P
DISTRIBUTION BOARD DHR300A,480V,3Ø,3W; 42KAIC (TBD)
WATER
SERVICE
UFER
BUILDING
STEEL
GROUND RODS
(IF APPLICABLE)
MM
4 4
4 BF
PV LEGAL
4 2000A RATED BUS
#12
G
4 SPACES ONLY
DISCONNECT
(4) 4"C.
MAIN SWITCHBOARD MSB2000A, 277/480V,3Ø,4W;65KAIC (TBD)
45A
5 DIST. BOARD LDE800A, 208V,3Ø,3W
TX1E
TX1D
300KVA
300KVA
DIST. BOARD LDB (FUTURE)800A,208V,3Ø,3W
#4/0
#4/0
800A
3P
400A
3P
400A
3P
LEV3
PANEL
LEV4
PANEL
7 7 7 7
4TH FLOOR
TX1B
300KVA
M
#4/0
#4/0
DIST. BOARD LDC (FUTURE)800A,208V,3Ø,3W
800A
3P
400A
3P
400A
3P
LEV5
PANEL
LEV6
PANEL
7 7
DIST. BOARD LDD (FUTURE)800A,208V,3Ø,3W
800A
3P
400A
3P
400A
3P
LEV7
PANEL
LEV8
PANEL
7 7
EL-2
30 HP
36 FLA
40 MCA
#12
PV CANOPY
450A
3P
450A
3P
450A
3P
PV CANOPY
M M M
PV CANOPY PV CANOPY PV CANOPY PV CANOPY
(FUTURE)
(FUTURE) (FUTURE)
12kVA CENTRAL BATTERY INVERTERFOR EGRESSLIGHITNG, 18 POLEINTEGRAL PANEL 60A
3P
60A
3P
100A
3P
60A
3P
60A
3P
100A
3P
2BR UNIT
M M M M M M
8 STUB (6) 2"C. INTO THE LINER BUILDING AREA PER ARCHITECTURAL INSTRUCTIONS. 4 9 9 9 9 9 9
4 3
TOTAL ADJUSTED LOAD 1370 kW
LOAD IN AMPS AT 480V 3 PHASE 1649 Amp
100% rated service size: 2000 Amps at 277/208V 3
phase 4 wire
1.00 BUILDING SQUARE FOOTAGE:
ROOF DECK 32,660
4TH FLOOR 32,8033RD FLOOR 32,8032ND FLOOR 32,8031ST FLOOR 31,839 AREA TOTAL 162,908
2.00 LIGHTING LOAD: W/SF kW kW EM/INV 25% LOAD
ROOF DECK 32,660 0.2 7 1.6
IU-1.4 EMR #2 1 A 208/1 0.208
EF-1.1 ELEC 1.5 hp 480/3 2.5
ESTIMATED HVAC TOTAL 15.812
6.00 PLUMBING kW
NONE 0PLUMBING TOTAL 0.0
4TH FLOOR 32,803 0.2 7 1.63RD FLOOR 32,803 0.2 7 1.62ND FLOOR 32,803 0.2 7 1.61ST FLOOR 31,839 0.2 6 1.6SITE 3,000 0.5 2LIGHTING TOTAL 34 8.1 10 kVA inverter
3.00 RECEPTACLE LOAD: W/SF kW
ROOF DECK 32,660 0.05 24TH FLOOR 32,803 0.05 23RD FLOOR 32,803 0.05 22ND FLOOR 32,803 0.05 21ST FLOOR 31,839 0.15 5SITE 2,000 1 2REC. TOTAL 13
4.00 VERTICAL TRANSPORTATION LOADS : kW
ELEV 1 30 HP 32ELEV 2 30 HP 32
TOTALLIGHTING LOAD 34 kWRECEPTACLE LOAD 13 kWELEVATOR LOAD 64 kWHVAC 16 kWPLUMBING 0 kWOTHER EQUIPMENT 969 kWTOTAL LOAD 1096 kW OPTIONAL SPARE CAPACITY 25% 274 kW
7.00 OTHER EQUIPMENT
FA system kW 2.0Security system kW 2.0ERRCS/DAS kW 1.5Elevator support kW 2.0Telecom, misc. kW 3.0EV Charging systems 6.656 kW each max. 144 35% of 407 958.5
Chargepoint - 32A load on 50A CB
OTHER TOTAL 969.0
8.00 BUILDING LOAD SUMMARY:
VERT TRANS TOTAL 64
5.00 MECHANICAL LOAD AMPS VOLTAGE KW
OU-1.1 MPOE 11 A 208/1 2.288OU-1.2 INVERTER 11 A 208/1 2.288OU-1.3 EMR #1 19 A 208/1 3.952OU-1.4 EMR #2 19 A 208/1 3.952IU-1.1 MPOE 1 A 208/1 0.208IU-1.2 INVERTER 1 A 208/1 0.208IU-1.3 EMR #1 1 A 208/1 0.208 R
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C A L I FOR N I A S T A T E O F
CONSULTING ENGINEERS
REVISIONS
NO. DATE
DATE:DESIGN BY:DRAWN BY:CHECKED BY:SCALESHEET NO:
watrydesign.com
San Jose, California
Irvine, California
CITY SPECIFICATION NO.APPROVED BY:
PROJECT TITLE:
SHEET TITLE:
JOB NO.:
90435
1305 MARINA VILLAGE PARKWAYALAMEDA, CA 94501(530) 886-8556 #E14866
PAUL MILLER
12" = 1'-0"
5/12/2023 4:02:23 PM E5.01
CITY OF SAN LUIS OBISPO
03/31/2023
SAN LUIS OBISPO, CA
SINGLE LINE POWER RISER DIAGRAM & TABLES
PLAN CHECK RESPONSE #3
09-079
CULTURAL ARTS DISTRICT PS
ALL PANELS AND SWITCHBOARDS SHALL BE PROVIDED WITH MICRO- PROCESSOR-BASEDMETERS TO PROVIDE REAL TIME ENERGY MONITORING.
A.
PROVIDE PERMANENT LABELING AT EACH SERVICE DISCONNECTING MEANS PER CEC 225.37,230.2 (E).
B.
POST THE RATED AVAILABLE CALCULATED FAULT CURRENT ON THE MAIN SWITCHBOARD PERCEC 110.24.
C.
GENERAL SHEET NOTES
1 EQUIPMENT COPPER GROUNDING BAR BONDED TO ENCLOSURE.2 GROUND CONNECTION TO TELECOMMUNICATION MAIN GROUND BUS TMGB-MDF.3 MAIN BUILDING REFERENCE GROUND BUS. REFER TO DETAILS A, C, D, E ON SHEET E5.1.
SCOPE OF WORK FOR THE FUTURE PHOTOVOLTAIC SYSTEM IS LIMITED TO SPACE PLANNING,CONDUIT PATHWAYS (BLOCKOUTS AND/OR CORINGS), AND EMBEDDED CONDUIT ROUTINGONLY. ALL WORK THAT CAN BE INSTALLED AFTER CONSTRUCTION OF THE STRUCTURE ISEXCLUDED. 45 PER NEC 240.87, PROVIDE AF ENERGY-MITIGATION SWITCH AT C.B.6 FIRE PUMP DISCONNECTING MEANS SIZED FOR LOCKED ROTOR CURRENT PER CEC 695.4 (B).
PROVIDE PHENOLIC PLAQUE WITH RED BACKGROUND AND 1/2" HIGH WHITE LETTERS STATING"EMERGENCY POWER OFF. ELECTRICAL VEHICLE CHARGING STATION". 7 PROVIDE (6) PRIVATE METERS FOR THE TENANTS IN THE LINER BUILDING. MOUNT IN A COMMONENCLOSURE. REVENUE QUALITY METERS WITH SOFTWARE NETWORKING CAPABILITY. 89 (FUTURE SCOPE) INVERTER TO BE LOCATED ON THE VERTICAL PV STRUCTURE.
NUMBERED SHEET NOTES
1 SCALE: 12" = 1'-0" POWER SINGLE LINE DIAGRAM
2 SCALE: 12" = 1'-0" ELECTRICAL LOAD CALCULATIONS
FEEDER SCHEDULE
FEEDER SCHEDULE GENERAL NOTES 1. COPPER FEEDER SIZES SHOWN IN THIS SCHEDULE ARE BASED ON CONDUCTORS WITH THHN/THWN-2 INSULATION IN EMT CONDUIT. 2. ALUMINUM FEEDER SIZES SHOWN IN THIS SCHEDULE ARE BASED ON CONDUCTORS WITH XHHW-2 INSULATION IN EMT CONDUIT. 3. FEEDER SIZES SHOWN IN THIS SCHEDULE ARE BASED ON AN AMBIENT TEMPERATURE OF 30 DEGREES C (86 DEGREES F). 4. FEEDERS CONSISTING OF MULTIPLE SETS OF CONDUCTORS AND CONDUITS ARE TO BE PROVIDED WITH THE INDICATED SIZE GROUND CONDUCTOR IN EACH CONDUIT. 5. PER CEC ARTICLE 110.14, ALL FEEDERS SIZED AT #2 AWG OR LESS ARE CALCULATED PER 60 DEGREE TABLE. FEEDERS GREATER THAN #2 AWG ARE RATED 75 DEGREE.FEEDER SCHEDULE REMARKS A. OVERSIZED 150% NEUTRAL, SUITABLE FOR SERVICE FROM K-13 RATED TRANSFORMERS. B. FEEDER APPROVED FOR USE WITH SEPARATELY DERIVED SYSTEM; GROUNDING AS REQUIRED BY CEC ARTICLES 240 AND 250. C. FEEDER GROUND AND BONDING JUMPER SHALL HAVE AN AREA NOT LESS THAN 12.5% OF THE AREA OF THE LARGEST PHASE CONDUCTOR. D. INCREASE CONDUIT TO THE NEXT LARGER TRADE SIZE WHEN USING SCHEDULE 40 OR 80 PVC CONDUIT. E. PER CEC SECTION 240.4(B), FOR OVERCURRENT DEVICES RATED 800A OR LESS, THE NEXT HIGHER STANDARD OVERCURRENT DEVICE RATING (ABOVE THE AMPACITY OF THE CONDUCTORS) CAN BE USED. RULE CAN NOT BE APPLIED IF 100% RATED BREAKERS ARE USED. F. PER CEC 240.21(C), THE PROVISIONS OF 240.4(B) SHALL NOT BE PERMITTED FOR TRANSFORMER SECONDARY CONDUCTORS.
FEEDER TAG FEEDER DESCRIPTION CONDUIT
CONDUCTORS SEPARATELY DERIVED SYSTEM
REMARKS PHASE/NEUTRAL GROUND GROUNDING ELECTRODE BONDING JUMPER 204 20 AMP, 3 PHASE, 4 WIRE 1-0.75" 4 #12 CU 1 #12 CU - -504 55 AMP, 3 PHASE, 4 WIRE 1-1.00" 4 #6 CU 1 #8 CU - - -603 55 AMP, 3 PHASE, 3 WIRE 1-1.00" 3 #6 CU 1 #8 CU - - D,E 1004 95 AMP, 3 PHASE, 4 WIRE 1-1.50" 4 #2 CU 1 #8 CU - - D,E1504 150 AMP, 3 PHASE, 4 WIRE 1-2.00" 4 #1/0 CU 1 #6 CU - - - 3003 310 AMP, 3 PHASE, 3 WIRE 1-2.50" 3 #350 KCMIL CU 1 #4 CU - - -4003 380 AMP, 3 PHASE, 3 WIRE 1-3.00" 3 #500 KCMIL CU 1 #2 CU - - D,E4503 460 AMP, 3 PHASE, 3 WIRE 2-2.50" 2 SETS OF 3 #4/0 CU 1 #2 CU/SET - - - T8003 760 AMP, 3 PHASE, 3 WIRE 2-3.00" 2 SETS OF 3 #500 KCMIL CU 1 #1/0 CU/SET #2/0 CU IN 1.00" C. #2/0 CU B,F 2 03/31/20233 05/05/2023
3 Exp. 06/30/23
No. E014866
AI N OR OF CAL I F ET AT S L CA C TR I L E E
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< > > < 2001 2009 2002 2010 2003 2011 2004 2012 2005 2013 2006 2014 2007 2015 2008 2016 Speaker 1 23 4 56 7 89 0 abc def g h i jk l m no pqrs tuv wx yz # Rath w.rath m ic rotechcom 80-451-1460 w.area-ofrefuge.com S martPhoneQRCode for Technica l Support 6'.%1 GROUND SECOND
THIRD
FOURTH
FIFTH
CALL BOXELEVATORLOBBY
CALL BOXELEVATORLOBBY
CALL BOXELEVATORLOBBY
CALL BOXELEVATORLOBBY
24VDCPOWERSUPPLY
UPS BASE STATION
2 PAIR 22 AWG,SHIELDEDTYP.
1 PAIR 18 AWG,SHIELDED,TYP.
120VACPOWER
CAT 6
120VACPOWER
CALL BOXELEVATORLOBBY
CALL BOXELEVATORLOBBY
CALL BOXELEVATORLOBBY
CALL BOXELEVATORLOBBY
2 PAIR 22 AWG,SHIELDEDTYP.
BDA
YAGI DONORANTENNA
LEVEL 1
LEVEL 2LEVEL 3LEVEL 4LEVEL 5
NEMA 4CABINET
16X16J-BOXJ1B16X16J-BOXJ1B16X16J-BOXJ1B16X16J-BOXJ1B
16X16J-BOXJ1A16X16J-BOXJ1A16X16J-BOXJ1A16X16J-BOXJ1A
DAPUPS
&5
5;
&5
5;
$
3 $
(/
(/
&5
5;
3 $
(/
LEVEL 1
MPOE
CAT 6 CABLE S
W
I
T
CH
8C/22 AWG, WEST PENN 3271
CABLE SCHEDULE
ACCESS
CONTROL
PANEL
POWER
SUPPLY
4C/22 AWG, WEST PENN 2402C/22 AWG, WEST PENN 2214C/18 AWG, WEST PENN 244
NETWORK POE SWITCH
$
(3+21(*(1(5$/'(7$,/127(6
$//(0(5*(1&<7(/(3+21(&$%/(66+$//%(7(50,1$7('21%/2&.6$7 7+(67)/2250')%$&.%2$5'&5266&211(&7&$%/(6727+(032($1' $7 7
6(59,&(&225',1$7(:,7+7+(&,7<7(/(&20081,&$7,216 5(35(6(17$7,9(
% $//&$%/(6+2:16+$//%(,167$//(',1&21'8,7$1'5$7(')257+( (19,5210(17,167$//(',1
«$.1%-
$1$/2*%/8(/,*+7(0(5*(1&<3+21($1$/2*%/8(/,*+7(0(5*(1&<3+21( $1$/2*%/8(/,*+7
(0(5*(1&<3+21(
$1$/2*%/8(/,*+7(0(5*(1&<3+21($1$/2*%/8(/,*+7(0(5*(1&<3+21( $1$/2*%/8(/,*+7
(0(5*(1&<3+21(
$1$/2*%/8(/,*+7
(0(5*(1&<3+21(
$1$/2*%/8(/,*+7
(0(5*(1&<3+21(
$1$/2*%/8(/,*+7
(0(5*(1&<3+21(
$1$/2*%/8(/,*+7
(0(5*(1&<3+21(
$'2
(41/«5'48+%'2418+&'4
& $//&$%/(72($&+(3+21(6+$//%(&$7(*25<'
(/(93+21(7+58(/(9&21752/
7+(3+21(3/$7(6+$//+$9($%8,/7,13+21(/,1(&2162/,'$725)($785(3+21(60867%(&$3$%/(2)6+$5,1*3+21(/,1(6:,7+837260$573+21(6,)5(48,5('%<7+(&,7<725('8&(23(5$7,21$/&267 CAT 6
CAT 6
CAT 6
CAT 6
CAT 6
CAT 6
CAT 6
CAT 6
CAT 6
CAT 6
LEVEL 1
LEVEL 2LEVEL 3LEVEL 4LEVEL 5
CAT 6
,
,,,
,,,,,,,,,
, ,, ,, ,, ,, ,
, ,
LEVEL 1
254*2)+
LEVEL 2LEVEL 3LEVEL 4
ª(+7428.9*
'.'8#614619'4
'.'8#614619'4
TELECOMTELECOMTELECOMTELECOM
2-WAY2-WAY2-WAY2-WAY
E-PHONE
2-WAY2-WAY2-WAY2-WAY
DAS
ENCL.
DAS
ENCL.
DAS
ENCL.
DAS
ENCL.
2-2"C2-2"C
2-2"C
2-2"C
LEVEL 5
2-2"UGC
2-2"UGC2-2"C2-2"C3/4"C
2-2"C2-2"C2-2"C2-2"UGC
1"UGC3/4"UGC1"C3/4"C1"C3/4"C1"C3/4"C1"C3/4"C
1"C3/4"C1"C3/4"C1"C3/4"C
1"C3/4"C
2-WAY
2-WAY
TELECOMTELECOMTELECOMTELECOM
1"UGC3/4"UGC
DAS
1-2"C
E-PHONE
3/4"C
&$0(5$*(1(5$/127(6
LEVEL 1 2)+
LEVEL 2
LEVEL 3LEVEL 4LEVEL 5
X7
X5
X5
X5
X3
POE SWITCH
195
A. PROVIDE AN IP CAMERAS TO COBVER EACH ELEVATOR STAIR
LOBBY, EACH ENTRANCE/EXIT ON THE FIRST LEVEL AND AT DRIVEISLES PER FLOOR PLANS.
B. ALL CAMERA WIRING SHALL BE CATEGORY 6 AND IN MINIMUM 3/4"C.
REFER TO FLOOR PLANS.CATEGORY 6 CABLE SHALL NOT EXCEED 90 METERS.INSTALL THE VMS SOFTWARE ON A LOCAL RACK MOUNT PC WITHMONITOR.
CAT 6
ONE PER CAMERA
CAT 6
ONE PER CAMERA
CAT 6
ONE PER CAMERA
CAT 6
ONE PER CAMERA
CAT 6
ONE PER CAMERA
C.D.
906
CAT 6
CAMERA ID CAMERA TYPE,
REFER TO
CAMERA SPECS
MEGAPIXEL CONDUIT
MINIMUM
INDOOR/OUTDOOR BASIS OF
DESIGN
MOUNT
AB
CD
SINGLE LENS VERIFOCALSINGLE LENS VERIFOCAL
PANORAMIC 180
FISHEYE 360
3/4"3/4"
3/4"3/4"
2MP8MP8MP12MP
INDOORINDOORINDOORINDOOR
AXIS P3245-LVAXIS P3228-LVAXIS P3807-PVEAXIS M3058-PLVE
SURFACE WALL OR CEILINGCEILING OR PENDANTPENDANTCEILING OR PENDANT R
ELECTRICAL
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C A L I FOR N I A S T A T E O F
CONSULTING ENGINEERS
REVISIONS
NO. DATE
DATE:DESIGN BY:DRAWN BY:CHECKED BY:SCALESHEET NO:
watrydesign.com
San Jose, California
Irvine, California
CITY SPECIFICATION NO.APPROVED BY:
PROJECT TITLE:
SHEET TITLE:
JOB NO.:
90435
1305 MARINA VILLAGE PARKWAYALAMEDA, CA 94501(530) 886-8556 #E14866
PAUL MILLER
As indicated
5/12/2023 4:02:24 PM E5.02
CITY OF SAN LUIS OBISPO
03/31/2023
SAN LUIS OBISPO, CA
LOW VOLTAGE SINGLE LINE RISER DIAGRAMS
PLAN CHECK RESPONSE #3
09-079
CULTURAL ARTS DISTRICT PS
1 SCALE: 6" = 1'-0" AOR ONE LINE 2 SCALE: 6" = 1'-0" DAS ONE LINE 3 SCALE: 12" = 1'-0" ACCESS CONTROL ONE LINE4 SCALE: 6" = 1'-0" E-PHONE ONE LINE6 SCALE: 6" = 1'-0" CONDUIT ONE LINE 5 SCALE: 12" = 1'-0" SURVEILLANCE CAMERA ONE LINE
3 05/05/2023
Exp. 06/30/23
No. E014866
AI N OR OF CAL I F ET AT S L CA C TR I L E E
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LEVEL 2
FACP/FATC
H TS D
FRAP
D F FS (F (F (F
120V CKT.
DEDICATED TELEPHONE LINE/MODEMCONNECTION TO CENTRALMONITORING STATION.
D
F
1 NOTE: PLANS WILL SHOW COORDINATED DEVICE LOCATIONS.
ANNUNCIATION DEVICES, TYP.AUDIO AND VISUAL
ALARM INITIATION DEVICES, TYP.
3 PIV 4
2 FD H TS D FS FF
5 LEVEL 3
LEVEL 1
FD H TS D FS FFF
FD H TS D FS FFF
6 TYP.
LEVEL 4
BELL
(120V)
ALL EXPOSED DEVICES SHALL BE WEATHERPROOF
FD H TS D FS (F (F (F
ROOF
R
ELECTRICAL
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C A L I FOR N I A S T A T E O F
CONSULTING ENGINEERS
REVISIONS
NO. DATE
DATE:DESIGN BY:DRAWN BY:CHECKED BY:SCALESHEET NO:
watrydesign.com
San Jose, California
Irvine, California
CITY SPECIFICATION NO.APPROVED BY:
PROJECT TITLE:
SHEET TITLE:
JOB NO.:
90435
1305 MARINA VILLAGE PARKWAYALAMEDA, CA 94501(530) 886-8556 #E14866
PAUL MILLER
1 1/2" = 1'-0"
5/12/2023 4:02:24 PM E5.03
CITY OF SAN LUIS OBISPO
03/31/2023
SAN LUIS OBISPO, CA
FIRE ALARM RISER DIAGRAM & NOTES
PLAN CHECK RESPONSE #3
09-079
CULTURAL ARTS DISTRICT PS
ALL INITIATING DEVICES, ANNUNCIATING DEVICES, AUXILIARY EQUIPMENT CONTROLLED ANDSUPERVISED DEVICES SHALL BE INTERTIED WITH APPROPRIATE TERMINAL CABINETS ORCONTROL PANEL AS DETERMINED BY THE LOCATION OF DEVICES. THE INTERTIE OF THESEDEVICES HAS NOT BEEN SHOWN ON THE DRAWINGS; THIS IN THE RESPONSIBILITY OF THE FIREALARM SYSTEM MANUFACTURER IN THE SHOP DRAWING SUBMITTAL PHASE, WHICH SHALLINDICATE CONDUIT QUANTITY, AND SIZE AND CABLE QUANTITY AND TYPE.
A.
LOCATION OF THE FACP, FRAP, AND ANNUNCIATORS ARE SUBJECT TO APPROVAL OF LOCALFIRE AUTHORITY.
B.
THE FIRE ALARM SYSTEM IS DESIGN/BUILD. THE CONTRACTOR SHALL PRODUCE A FULL SET OFDESIGN/SHOP DRAWINGS FOR SUBMISSION TO THE FIRE DEPARTMENT, SIGNED AND STAMPEDBY A FIRE ALARM SYSTEM ENGINEER.
C.
GENERAL SHEET NOTES
FIRE ALARM CONTROL PANEL LOCATED IN ELECTRICAL ROOM SHALLCONSIST OF THEFOLLOWING:
12 PROVIDE DEDICATED 120 VOLT, 20 AMP, SINGLE POLE CIRCUIT.
FIREMAN'S REMOTE ANNUNCIATOR PANEL LOCATED AT FIRST FLOOR MAIN ENTRANCE. REFERTO PLANS FOR LOCATION. 3 POST INDICATION VALVE. REFER TO PLUMBING SITE PLAN DRAWINGS FOR LOCATION. PIV SHALLINITIATE A TROUBLE SIGNAL CONDITION WHEN VALVE IS TAMPERED WITH. 45 FIRE ALARM TERMINAL CABINET WITH POWER SUPPLIES AS NEEDED FOR NAC.
SPRINKLER FLOW AND TAMPER MONITOR DEVICES. REFER TO FIRE PROTECTION DRAWINGSFOR LOCATION. FLOW AND TAMPER SHALL INDICATE A TROUBLE SIGNAL CONDITION WHENTAMPERED WITH. 6 NUMBERED SHEET NOTES
A. ADDRESSABLE ALARM AND DETECTION CONTROL PANEL PROVIDING POWER, ANNUNCIATION, SUPERVISION, AND CONTROL FOR THE COMPLETE FIRE ALARM SYSTEM, LINKED TO MONITORING SERVICE VIA TELEPHONE DIALER.
B. FIRE ALARM TERMINAL CABINET LOCATED IN ELECTRICAL CLOSET FOR INTERFACE WITH INITIATING DEVICES, ANNUNCIATING DEVICES, AUXILIARY EQUIPMENT CONTROLLED, AND SUPERVISED DEVICES. CABINET SHALL BE SIZED TO FACILITATE HOUSING OF NECESSARY COMPONENTS FOR SYSTEM OPERATION AS SPECIFIED. 3 05/05/2023
Exp. 06/30/23
No. E014866
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EP
EP
G
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1311
12 12
14 D H
15 L1A-7
L1A-7
F4
F4
1 XF
MSB
G
S
7 6
G 5
ST
3 4
L1A-3
R
8 9
D H
10 2
L1A-1
ELEVATOR/MACHINE ROOM #1
L1A-7
G
S
13 11
12 12
14 D H
15 L1A-7
F4
F4
ELEVATOR/MACHINE ROOM #2
1 XF
DLA
G
S
7 6
G
5 ST
3 4
L1A-3
R
8 9
D H
10 2
L1A-5
L1A-7
L1A-7
S
MS
S
MS
SMS SMS
B B.2
1012
A.8 B.3
11 10.412.1
FIRE TREATED PLYWOOD BACKBOARD ENTIRE PERIMETER
L1A-13
L1A-13
L1A-15
L1A-9
L1A-2
L1A-11
TX-1B TX-1C
ERRCS
TX-1E
EM LTG(EH1A)
TX-1D
FIRE ALARM PANEL FACP
TX-1A
ELEC.
105
L.V.
103
EM
104
LEV7LEV8
2 4
TYP LEV1
LEV 2
1 LDC
LDD
LEV 4
LEV4LEV5LEV6
L1A LDELCPH1A
400A PV DISCONNECT (FUTURE)
MBGB
12"W X 4"H TELECOM MAIN GROUND BAR (TMGB) 3
4" CONCRETE HOUSEKEEPING PADS, TYPICAL
BUILDING ENTRANCE PROTECTOR AND 100 TEKEOGIBE BLOCKS 6ACCESS CONTROL PANEL L1A-2
MSB
LDB
H1A-25,27,29 EF-1
1.5HP
L1A -35,37
IU-1.21A,208V,1PH
L1A -35,37
IU-1.11A,208V,1PH
OU-1.219 MCA, 28 MOCP208V,1PHOU-1.119 MCA, 28 MOCP208V,1PH L1A-19,21 L1A-23,25
L1A-3
PRIVATE TENANT METERPANEL WITH (5)60A METERS,(1) 100A METER.
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CONSULTING ENGINEERS
REVISIONS
NO. DATE
DATE:DESIGN BY:DRAWN BY:CHECKED BY:SCALESHEET NO:
watrydesign.com
San Jose, California
Irvine, California
CITY SPECIFICATION NO.APPROVED BY:
PROJECT TITLE:
SHEET TITLE:
JOB NO.:
90435
1305 MARINA VILLAGE PARKWAYALAMEDA, CA 94501(530) 886-8556 #E14866
PAUL MILLER
As indicated
5/12/2023 4:02:25 PM E6.01
CITY OF SAN LUIS OBISPO
03/31/2023
SAN LUIS OBISPO, CA
ENLARGED PLANS
PLAN CHECK RESPONSE #3
09-079
CULTURAL ARTS DISTRICT PS 1 ELEVATOR CONTROLLER. 2 ELEVATOR MOTOR DISCONNECTING MEANS. SEE SLD. 3 CAB LIGHTING, RECEPTACLE(S) AND VENTILATION DISCONNECTING MEANS LOCKABLE. 4 DEDICATED 120V CIRCUIT. 5 GFCI PROTECTED RECEPTACLES. 6 TO MACHINE ROOM LIGHTING.7 MANUAL SWITCH FOR CONTROL OF MACHINE ROOM LIGHTING.8 3/4" C. TO FACP VIA RELAY MODULE.9 3/4" C. TO NEAREST TELEPHONE TERMINAL BACKBOARD. 10 HEAT DETECTOR LOCATED FOR ELEVATOR SHUNT TRIP CONTROL.
SWITCH FOR REQUIRED PIT LIGHT. LOCATED NEAR PIT ACCESS DOOR. MOUNT AT +48" ABOVEFIRST FLOOR LEVEL. 11 REQUIRED PIT LIGHTS MOUNTED 48" ABOVE PIT FLOOR. TWO (2) LIGHTING FIXTURES, WALLMOUNTED 4 FT. LED LINEAR SEE LUMINAIRE SCHEDULE. 1213 GFCI RECEPTACLE.
SMOKE DETECTOR LOCATED NEAR TOP OF HOISTWAY FOR ELEVATOR RECALL. ACCESS PANELIS REQUIRED FOR MAINTENANCE. VERIFY IF REQUIRED BY FIR MARSHAL. 14 HEAT DETECTOR LOCATED NEAR TOP OF HOISTWAY FOR ELEVATOR SHUNT TRIP CONTROL,WHERE HOISTWAY AND/OR MACHINE ROOM ARE SPRINKLERED. ACCESS PANEL IS REQUIED FORMAINTENANCE. 15 ELEVATOR NUMBERED NOTES
A. REFER TO ELEVATOR SHOP DRAWINGS AND SPECIFICATION FOR ADDITIONAL ROUGH-IN.
COORDINATE INSTALLATION AND EXACT LOCATION OF ALL DEVICES WITH ELEVATOR SHOPDRAWINGS PRIOR TO ROUGH-IN.
B.
ELEVATOR SHEET NOTES
2 SCALE: 1/2" = 1'-0" ELEVATOR PIT AND MACHINE ROOM DETAILS 1 SCALE: 1/4" = 1'-0" ENLARGED ELECTRICAL ROOM DETAILS
PLYWOOD BACKBOARD SHALL BE 4' X 8' X 3/4" FIRE TREAT. MOUNT BOTTOM OF PLYWOOD AT 4"AFF. REFER TO 7/E7.02 1 CABLE LADDER SHALL BE 12" WIDE AND MOUNTED AT 84" AFF. REFER TO 2,3,4,5/E7.02 FORINSTALLATION DETAILS. 2 GROUND BAR SHALL BE BONDED TO THE MAIN ELECTRICAL GROUND WITH 2/0 COPPER WIRE.BOND EQUIPMENT RACK, CABLE LADDER, FIRE CONTROL PANEL, ACCESS CONTROL PANEL WITH#6 GREEN JACKET COPPER WIRE. 3 PROVIDE AN 19" X 84"H 2 POST EQUIPMENT RACK. RACK SHALL HAVE 6"W X 84"H VERTICAL WIREMANAGERS BOLTED TO EACH SIDE OF RACK. REFER TO 1/E7.02. 45 ERRCS BDU
BUILDING ENTRANCE PROTECTOR FOR SERVICE PROVIDER AND 110 BLOCK/S FOR ANALOGTELEPHONE CIRCUITS. 6 LV ROOM NUMBERED SHEET NOTES
2 03/31/20233 05/05/2023
Exp. 06/30/23
No. E014866
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NOTES:
FIRE RATED WALL1/4" MINIMUMDIAMETER 3MFIRE BARRIERCP25 CAULK THE CAULK IS TO BE FORCED INTO THE ANNULAR SPACE TO THE MAXIMUM EXTENTPOSSIBLE. FLUSH WITH THE EXTERIOR OF THE PENETRATION SURFACE.FINISH CAULKING WITH A 1/4" MINIMUM BEAD OF 3M CP25 CAULK APPLIED TO THEPERIMETER OF THE CONDUIT/PIPE AT ITS EGRESS FROM THE WALL.
3. THE MAXIMUM ANNULAR SPACE IS NOT TO EXCEED 3/16 (5MM)2.1.
(.114
9#..
#((
SIDE ELEVATION
(.114
FRONT ELEVATION
NOTES:
GROUND CONDUCTOR CONNECTOR. BURNDY TYPE GB, GC OR GE OR EQUAL FOR 1, 2 OR 3 WIRE CONNECTIONS. DRILL NECESSARY HOLES IN GROUND BUS FOR BOLTED CONNECTIONS.COPPER GROUND CONDUCTORS.1/4" THICK X 4" HIGH X 24" WIDE COPPER GROUND BUS.3/8" X 3" LONG BOLT WITH LOCK WASHER AND SPACER FOR ATTACHING COPPER GROUND BUS TOSUPPORTS.SUPPORT ANCHOR BOLT. 3 1/2" MINIMUM EMBEDMENT.1/4" THICK X 2" WIDE GALVANIZED STEEL PLATE GROUND BUS SUPPORTS. BENT AS SHOWN.
MOLDED NONMETALLIC J-BOXWITH GASKETED LID. 4"x4"x2" D.CARLON #E989NNJ SERIES OREQUAL BUILDING SLAB OR FINISHGRADE AS SHOWN ONDRAWINGS.
1" PVC TO PANEL
(1-1/4" FOR DUAL
CHARGER
LOCATIONS)
3"3"
GRADE
24"
12"
ROUND CONCRETE BASE, 3000PSI MIN. AFTER 28 DAYS WITH4 #6 VERT. REINFORCING BARSAND 3 #3 CIRCULAR TIES.
CONDUIT TO OTHER FIX'T.OR HOMERUN TO PANEL,MIN. 18" BELOW GRADE.4 GALV. STEEL ANCHORBOLTS 1/2" X 12" X 2"SUPPLIED WITH BOLLARD.
CAST ALUMINUM BASE RING
BOLLARD
COPPER CLAD GROUND ROD.
AND QUANTITY.SEE PLANS FOR SIZE
GROUND CONDUCTORS,
GROUND WELL BOX.
PRECAST CONCRETE
SAND FILL TO 9" FROM TOP. GROUND CONNECTOR.
BUILDING SLAB OR'GROUND ROD'.HOLES. ENGRAVECOVER WITH LIFTING 3/4" X 10'-0" LONG.
FINISH GRADE ASSHOWN ON DRAWINGS.
CHRISTY F1 OR EQUAL,SET FLUSH WITH GRADEOR SLAB.
BURNDY HIGH PRESSYG SERIES OR EQUAL.
DOUBLE GANG JUNCTION BOX
(CONCRETE CEILING)
3/4" C FROMANTENNA BOX
3/4" C TO NEXTANTENNA BOX
#10 BY 1.5" CONCRETE SCREW X4SURFACE MOUNT BOXMOUNTED OVERJUNCTION BOXTHREADED MOUNTING BOLTTHRU BOX COVER PLATE WITH NUT
OMNI DIRECTIONAL DOME ANTENNA
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CONSULTING ENGINEERS
REVISIONS
NO. DATE
DATE:DESIGN BY:DRAWN BY:CHECKED BY:SCALESHEET NO:
watrydesign.com
San Jose, California
Irvine, California
CITY SPECIFICATION NO.APPROVED BY:
PROJECT TITLE:
SHEET TITLE:
JOB NO.:
90435
1305 MARINA VILLAGE PARKWAYALAMEDA, CA 94501(530) 886-8556 #E14866
PAUL MILLER
As indicated
5/12/2023 4:02:25 PM E7.01
CITY OF SAN LUIS OBISPO
03/31/2023
SAN LUIS OBISPO, CA
ELECTRICAL DETAILS
PLAN CHECK RESPONSE #3
09-079
CULTURAL ARTS DISTRICT PS
6 SCALE:NTS LIGHTING BOLLARD BASE DETAIL
2 SCALE:NTS GROUND ROD WELL
5 SCALE:NTS OMNI DIRECTIONAL ANTENNA 4 SCALE:NTS PIPE PENETRATION DETAIL 3 SCALE:NTS MAIN GROUND BUS DETAIL 1 SCALE:NTS FUTURE ELECTRIC VEHICLE CHARGER BOX 2 03/31/20233 05/05/2023
Exp. 06/30/23
No. E014866
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16" 12.5"
(N) 7' RACK ASSEMBLIES
TIGHTEN BOLT OR NUT TO 50 FT/LBS.3/8" EXPANSION BOLT FOR CONCRETE,2-5/16" MIN. EMBEDMENT INTO 4"CONCRETE SLAB ON GRADE ORCONCRETE FILLED DECK, TYPICAL OF 4AT 4 CORNERS.RACK FLOOR MOUNT PLATE. DIMENSIONSBETWEEN ANCHORS ARE TYPICAL OFEQUIPMENT RACKS.
FRONT VIEW SIDE VIEW
3 4 2 2 3 4
1 4321
1 3
2 4
HILTI - HKB TZBit Diameter: 3/8 in.Product Name: Hilti Concrete AnchorMetal Composition: Carbon SteelThread Diameter: 3/8 in.Min Embedment Depth: 2-5/16 inch.Thread Length: 11/16 in.Useable Thread Length: 11/16 in.Flat Washer: 3/8"Hex Nut: 3/8" HILTI - HKB TZ 12-334 Bit Diameter: 1/2 in.Product Name: Hilti Concrete AnchorMetal Composition: Carbon SteelThread Diameter: 1/2 in.Min Embedment Depth: 2 inch.Thread Length: 11/16 in.Useable Thread Length: 11/16 in.Flat Washer: 1/2"Hex Nut: 1/2"
VERTICAL WALL BRACKETSCABLE LADDERVERTICAL LADDER FLOOR BRACKET
1.5", #14 SMS INTO BACKING, 2BRACKETS PER SUPPORT,EVERY 4 FT.
1.5", #14 SMS INTO BACKING, 3 PER BRACKET.
TRIANGULAR SUPPORT BRACKETWEIGHT CAPACITY IS 400 LBS.
CABLE LADDER/RUNWAY
JUNCTIONSPLICE KIT
6 GAUGE GROUND STRAP WITH 2 BOLT GROUND LUGS AT EACH JUNCTION. SCRAPE PAINT FROM CABLE LADDER AND DRILL TWO SECURE TO LADDER WITH BOLTS, WASHERS AND NUTS SIZE AS REQUIRED. 6 GAUGE CABLE TOBUS BAR. SINGLEPOINT OF CABLERUNWAY.
1.5", #14 SMS INTO BACKING, 2 PER BRACKET.
12"
RACK TO RUNWAYMOUNTING PLATE, W/(4)5/16-18 JBOLTS, HEX NUTSAND SPLIT WASHERS RACK SUPPORT6 GAUGE CABLE TOBUS BAR, TYP. EACHEQUIPMENT RACK.
STEEL FRAMED WALL.
TYP. ATTACH BACKBOARD TOSTUDS EVERY 12". AT STEEL STUDCONSTRUCTION, USE STAINLESSSTEEL #10X2" SMS.3/4" THICK, 8' HIGH FIRE TREATEDAND PAINTED PLYWOODBACKBOARD CUT TO FIT, INSTALL+4" A.F.F.
FLUSH HOUSING
COLOR BOARD CAMERAW/VARI-FOCAL LENS
ACRYLICDOME HOUSING
DOUBLE GANG(DEEP) JUNCTIONBOX
(Finished Ceiling)
CAT 6 SHLD. CABLETO PATCH PANEL.REFER TO E5.3
CAMERA HOUSING
COLOR BOARD CAMERAW/VARI-FOCAL LENS
SMOKED ACRYLICDOME HOUSING
DOUBLE GANG(DEEP) JUNCTIONBOX
CONCRETE DECK
6" MAX
CONCRETE BEAM
PENDANTMOUNTCOLUMN
CAT 6 SHLD. CABLETO PATCH PANEL.
,$
MOUNT CAMERAHEIGHT AT 96" MIN.
(GROUND LEVEL)
1/4" ANCHORS INTO WOOD,CONCRETE, OR METAL STUDSAS REQUIRED.
EXTERIOR DOMEWALL MOUNT
ACRYLICDOME HOUSING
CAT 6 SHLD. CABLETO PATCH PANEL.
42"-48" TO
PUSH BUTTON
GRADE
P T
EMERGENCY TELEPHONE
TELEPHONE AND POWERCONDUITS INTO BOTTOMOF ENCLOSURE
TELECOM AND POWEROUTLET BOX INCONCRETE
TO RISER SYSTEM J-BOX
CONDUIT TO FLOORABOVE
TELEPHONE AND POWERCONDUITS INTO BOTTOMOF ENCLOSURETELECOM AND POWEROUTLET BOX INCONCRETE
TELEPHONE
BLUE LIGHT
1/4" HILTI TZ ANCHORINTO CONCRETE, TYPICALOF 4.
1/4" HILTI TZ ANCHORINTO CONCRETE, TYPICALOF 4.
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C A L I FOR N I A S T A T E O F
CONSULTING ENGINEERS
REVISIONS
NO. DATE
DATE:DESIGN BY:DRAWN BY:CHECKED BY:SCALESHEET NO:
watrydesign.com
San Jose, California
Irvine, California
CITY SPECIFICATION NO.APPROVED BY:
PROJECT TITLE:
SHEET TITLE:
JOB NO.:
90435
1305 MARINA VILLAGE PARKWAYALAMEDA, CA 94501(530) 886-8556 #E14866
PAUL MILLER
12" = 1'-0"
5/12/2023 4:02:26 PM E7.02
CITY OF SAN LUIS OBISPO
03/31/2023
SAN LUIS OBISPO, CA
LOW VOLTAGE DETAILS
PLAN CHECK RESPONSE #3
09-079
CULTURAL ARTS DISTRICT PS
1 SCALE: 12" = 1'-0" EQUIPMENT RACK BASE SUPPORT 2 SCALE: 12" = 1'-0" VERTICAL LADDER SUPPORT 3 SCALE: 12" = 1'-0" ANGLE WALL SUPPORT 4 SCALE: 12" = 1'-0" LADDER JUNCTION KIT5 SCALE: 12" = 1'-0" LADDER END SUPPORT BRACKET 6 SCALE: 12" = 1'-0" LADDER TO RACK SUPPORT 7 SCALE: 12" = 1'-0" PLYWOOD BACKBOARD ATTACHMENT 8 SCALE: 12" = 1'-0" FLUSH MOUNT DOME CAMERA DETAIL 9 SCALE: 12" = 1'-0" PENDENT MOUNT DOME CAMERA @ CONCRETE STRUCTURE 10 SCALE: 12" = 1'-0" WALL MOUNT DOME CAMERA 11 SCALE: 12" = 1'-0" EMERGENCY TELEPHONE DETAIL 3 05/05/2023
Exp. 06/30/23
No. E014866
AI N OR OF CAL I F ET AT S L CA C TR I L E E
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SD SD SD SD SD SD SD SD SD SD SD SD
SD SD
SD
SD SD
SD
SD
SD
SD SD
SD
SD
IRR IRR
G G G G G G G G G G G G G G
G
SD SD
SD
SD
SD
W
FW
W
FW
SS
SD
SD
SD
SD
SS
SS
W
W
SS
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
G G G G G
G
G
G
G
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G
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WM
WM
WM
WM
WM
2,000A, 480/277V
METERED SWITCHBOARD FORPARKING STRUCTURE (PM35159993)
PG&E - PAD MOUNT TRANSFORMER T970444
90"X106" PAD PER PG&E REQUIREMENTS (PM 35159993)
2,000A, 120/208V
METERED SWITCHBOARD
FOR THEATER (PM 35159993)
STUB TO EXISTING POLE
INTERCEPT INTO EXISTING PG&E
SWITCH/TRANSFORMER VAULT
NEW PG&E POLE
(BY PG&E)
P, C22, FO2
SL2, TS
P, C23, TS
P1, C23
P1, S1, S2,
C23,T4, TS
S1, TS, G
SL2, TS, FO2
PG&E - 74"x76"x36" PMI PAD CODE 360229PG&E INSTALLED PMI-9TT (PM 31494282) A
DU-2.0
D
DU-2.0
PG&E - INTERCEPT EXISTING 6"
PRIMARY CONDUIT. EXTEND NEW "P"
PRIMARY CONDUIT TO PMI. CUT
OVER OF CONDUITS NEED TO BE
CLOSELY COORDINATED WITH PG&E.
C
DU-2.0
E
DU-2.0
H
DU-2.0
CHARTER - INTERCEPT EXISTING
2-2" CONDUITS AND EXTEND TO
NEW PULL BOX.
INTERCEPT EXISTING CONDUIT
AND ROUTE INTO NEW BOX
2'X3' CHARTER PULL BOX.
TWO PG&E STREET LIGHT POINT OF CONNECTIONS
2 CIRCUITS, 6 LIGHTS (PM 35159993)
G
DU-2.0
P1, SV1, S1, S2
B
DU-2.0
S1, S2
F
DU-2.0
38"X36" CONCRETE EQUIPMENT PAD FOR NEW CHARTER
POWER SUPPLY. CHARTER TO PROVIDE POWER SUPPLY
AND METER PANEL. (PM 35211599)
3'X5' CHARTER PULL BOX. PROVIDE 2-3"
CONDUITS TO NEW CHARTER POWER
SUPPLY
NEW CITY METERED PEDESTAL. MYERS MEUG32 316 STAINLESS STEEL, OR EQUAL. PROVIDE WITH LOAD CENTER AND (4)20A/1P BREAKER FOR RRFB/STREET LIGHTS AND SPARES. FOUNDATION, ANCHORS, AND GROUNDING PER SPEC 7510 (PM 35212100)
T15207
(PM 3515993)
TS
SL
PG&E STREET LIGHT POINT OF CONNECTION (4 LIGHTS) AND SECONDARY SERVICES TO CITY PEDESTAL AND CHARTER POWER SUPPLY (PM 35159993) 1 DU-2.1
TS
TS
SL
SL
SL
SL
SL SL
TS
TS
TS
TS
TS
T435357
(PM 31494282)
I
DU-2.0
2'X3' CHARTER PULL BOX. PROVIDE
1-4"C TO POLE FOR NEW RISER.
STUB CHARTER AND CITY FIBER CONDUITS
TO COMMUNICATION MAIN POINT OF ENTRY
(MPOE) PER BUILDING DESIGN PLANS)
STUB CHARTER AND CITY FIBER CONDUITS
TO COMMUNICATION MAIN POINT OF ENTRY
(MPOE) PER BUILDING DESIGN PLANS)
18"X30" PULL BOXES FOR CITY FIBER
AND CHARTER SERVICES.
CHARTER TO REMOVE CATV POWER
SUPPLY. CONTRACTOR TO REMOVE PAD
AND CONDUITS. REPLACE WITH NEW 2'X3'
CHARTER PULL BOX. PROVIDE 1-4"C TO
POLE FOR NEW RISER.
P, P1
PALM STREET
MONTEREY STREET
DANA STREET
NIPOMO STREET
TS
(E)
(E)
SL
SAND AND PAINT EXISTING POLE, ARM,
AND CAP TO CITY STANDARD DARK
FOREST GREEN.
INTERCEPT AND REROUTE GAS LINE INTO NEW
JOINT TRENCH. REMOVE EXISTING GAS PIPE.
COORDINATE REQUIREMENTS AND SHUT OFFS
WITH SOUTHERN CALIFORNIA GAS COMPANY.
J
DU-2.1
SL, TS, G
INTERCEPT AND REROUTE GAS LINE INTO NEW
JOINT TRENCH. REMOVE EXISTING GAS PIPE.
COORDINATE REQUIREMENTS AND SHUT OFFS WITH
SOUTHERN CALIFORNIA GAS COMPANY.
17"X30' AT&T PULL BOX. PROVIDE
1-4"C TO POLE FOR NEW RISER.
1-4"C TO POLE FOR NEW AT&T RISER.
NORTH
SCALE:
OFF-SITE DRY UTILITY PLAN
1" = 20'-0"
LEGEND
#3-1/2 CITY STANDARD CONCRETE PULL BOX AND LID (U.N.O.). LABEL LID WITH "STREET LIGHT" (SL) OR "TRAFFIC SIGNAL" (TS) AS APPROPRIATE.
#2 PG&E BOX 17"X30"X26" BY CONTRACTOR PG&E CODE 040937#3 PG&E BOX 24"X36"X26" BY CONTRACTOR PG&E CODE 040942#5 PG&E ENCLOSURE 3'X5'X3'6" BY CONTRACTOR PG&E CODE 025601 SPLICE BY PG&E#6 PG&E ENCLOSURE 4'X6'6"X5' BY CONTRACTOR PG&E CODE 041495 JAY BY PG&E#7 PG&E ENCLOSURE 4'6"X8'6"X7'6" BY CONTRACTOR PG&E CODE 040324 TX BY PG&E EXISTING DRY UTILITY VAULT/BOX/HANDHOLE TO REMAIN. PROTECT IN PLACE. REPAIR AND REPLACE LID IF DAMAGED.
NEW PEDESTRIAN LIGHT PER CITY STANDARD 7915. PG&E UN-METERED RATE SCHEDULE.NEW STREET LIGHT PER CITY STANDARD 7910.NEW STREET LIGHT PER CITY STANDARD 7910. MODIFY TO INCLUDE RRFB SIGN, BUTTON, AND PASSIVE DETECTION EQUIPMENT MOUNTED ON POLE. LIGHT TO BE POWERED FROM CITY'S METER PEDESTAL.
NEW RECTANGULAR RAPID FLASHING BEACON (RRFB).
1-4" CONTRACTOR INSTALLED DUCT PG&E INSTALLED 3-1/0A EPE-CONC-ENCAP1-6" CONTRACTOR INSTALLED DUCT PG&E INSTALLED 3-600A EPR CONC ENCAP PE CABLES1-5" CONTRACTOR INSTALLED DUCT PG&E INSTALLED 750A TPX1-4" CONTRACTOR INSTALLED DUCT PG&E INSTALLED 350A TPX1-4" CONTRACTOR INSTALLED DUCT PG&E INSTALLED 350A TPX 7-5" CONTRACTOR INSTALLED DUCTS PG&E INSTALLED 4 RUNS OF 1000A QPX 1-3" CONTRACTOR INSTALLED DUCT PG&E INSTALLED 1/0A XLP
2-2" CITY FIBER CONDUITS.
1-2"C CITY FIBER CONDUIT. ONE CONDUIT EACH TO TERMINATE IN ELECTRICAL ROOMS OF PARKING GARAGE AND THEATER.
2-3" CHARTER CONDUITS. CONTRACTOR INSTALLED DUCTS, CHARTER INSTALLED CABLES. 1-2" CHARTER CONDUIT. CONTRACTOR INSTALLED DUCT, CHARTER INSTALLED CABLES.1-4" AT&T CONDUIT. CONTRACTOR INSTALLED DUCT, AT&T INSTALLED CABLES1-2" DUCT WITH 2#10 THWN & 1#10 THWN GROUND FOR STREET LIGHTS PER CITY OF SLO STANDARD DETAIL 7520.1-2" DUCT WITH 4#10 THWN & 1#10 THWN GROUND FOR STREET LIGHTS (2 STREET LIGHT CIRCUITS)1-2" DUCT WITH 2#10 THWN & 1#10 THWN GROUND FOR RECTANGULAR RAPID FLASHING BEACON (RRFB) AND OVERHEAD STREET LIGHT (WHERE OCCURRING).
1-3/4" DUCT WITH WIRING PER RRFB MANUFACTURER REQUIREMENTS. VERIFY CONDUIT SIZE WITH
MANUFACTURER RECOMMENDATIONS
1-2" DUCT WITH 2#10 THWN & 1#10 THWN GROUND FOR POWER FOR RRFB AND OVERHEAD STREET LIGHT (WHERE OCCURRING) AND MANUFACTURER REQUIRED INTERCONNECTION CABLE.
MULTIPLE DRY UTILITY JOINT TRENCH. REFER TO CONDUIT DESIGNATION ON LAYOUT.
EXISTING UTILITIES AND NEW WET UTILITIES PER CIVIL PLANS. PROTECT IN PLACE. SOME EXISTING UTILITIES MAY NOT BE SHOWN.
OTTO ELECTRICAL, INC.
SAN LUIS OBISPO, CA
[email protected]
805.459.4329
REVISIONS
NO. DATE
DATE:DESIGN BY:DRAWN BY:
CHECKED BY:SCALESHEET NO:CITY SPECIFICATION NO.
APPROVED BY:
PROJECT TITLE:
SHEET TITLE:
JOB NO.:
1 12/02/2022
As indicated
5/5/2023 11:11 AM
CITY OF SAN LUIS OBISPO
OTTO
05/05/2023
SAN LUIS OBISPO, CA
PLAN CHECK RESPONSE #3
OTTO
OTTO
OTTO
19-025
CULTURAL ARTS DISTRICT PS
2 03/31/2023
90435
3 05/05/2023
OFF-SITE DRY UTILITY PLAN
Know what's below.
Call before you dig.
R
DU-1.0
RRFB NOTE
1. RECTANGULAR RAPID FLASHING BEACON (RRFB) SYTEM MUST BE CARMANAH OR CITY-APPROVED EQUAL WITH DUAL FACING FLASHERS, PUSH BUTTONS AND PASSIVE DETECTION. RRFB SYSTEM TO BE MOUNTED TO CALTRANS STANDARD TYPE 1A POLE UNLESS OTHERWISE NOTED ON PLANS. SEE CIVIL PLANS SHEETS FOR RRFB SIGNAGE.
2. ALL FLASHING BEACON AND STREET LIGHT EQUIPMENT SUBMITTALS MUST BE APPROVED BY THE CITY PRIOR TO PROCUREMENT.
3. ALL FLASHING BEACON AND STREET LIGHT POLES AND PULL BOX LOCATIONS TO BE APPROVED IN FIELD BY CITY PRIOR TO INSTALLATION.
4. NEW STREETLIGHT AND BEACON SYSTEM POLES TO BE COLORED DARK GREEN PER CITY STANDARD SPECIFICATIONS, SECTION 86-2.16.
CITY METER PEDESTAL SINGLE LINE DIAGRAM
M
100A
2P
20A
1P
MONTEREY
STREET
LIGHT AND
RRFB
20A
1P
NIPOMO/MONTEREY
STREET
LIGHT AND
RRFB
NIPOMO/DANA
NIPOMO/PALM
STREET LIGHTS
AND RRFBS
20A
1P
20A
1P
SPARE
CHARTER
POWER
SUPPLY
TO T435357
TRANSFORMER
IN #7 VAULT
MONTEREY
PEDESTRIAN
LIGHTS
NEW CITY METERED PEDESTAL.
#3-1/2
#2
20A
1P
DANA/NIPOMO
PEDESTRIAN
LIGHT
UTILITY COORDINATIONS
x ADDITIONAL COORDINATION WITH DRY UTILITY PROVIDERS REQUIRED BY CONTRACTOR.x AT&T CONDUITS SERVING PARKING STRUCTURE AND THEATER NOT SHOWN ON PLANS. AT&T MAY REQUIRE ADDITIONAL CONDUITS IN R.O.W. CONTRACTOR TO COORDINATE WITH AT&T TO DETERMINE ANY ADDITIONAL CONDUITS AND PULL BOXES REQUIRED TO SERVE BUILDINGS AND WITHIN R.O.W.
AT&T - [email protected], 805.704.3813
CHARTER - [email protected], 805.503.8543
PG&E - [email protected], 805.546.1271
3 3
3 3
3
P1 S2 S1
SL
_
30" MIN.36" BELOW CROSSING
WET UTILITIES
12"
MAX
6" BURIED ELECTRIC
WARNING TRACER TAPE
REFER TO CITY STANDARD DETAILS 6010,
6020, 6030, 6040, PG&E GREEN BOOK, AND
CIVIL PLANS FOR ADDITIONAL TRENCH
AND UTILITY LOCATION REQUIREMENTS.
BACKFILL TRENCH PER CITY
STANDARD 6035
12" MIN
3"
MIN
24" MIN
6" MIN
C23
2" MIN BEDDING
T4
12" MIN
S1
-
12"
MAX
6" BURIED ELECTRIC
WARNING TRACER TAPE
BACKFILL TRENCH PER CITY
STANDARD 6035
18" MIN
TS
2" MIN BEDDING
REFER TO CITY STANDARD DETAILS 6010,
6020, 6030, 6040, PG&E GREEN BOOK, AND
CIVIL PLANS FOR ADDITIONAL TRENCH
AND UTILITY LOCATION REQUIREMENTS.
30" MIN.36" BELOW CROSSING
WET UTILITIES
G
6" MIN
6" MIN
3" GAS PIPE
P1 S2 S1
_
36" MIN.36" BELOW CROSSING
WET UTILITIES
12"
MAX
6" BURIED ELECTRIC
WARNING TRACER TAPE
BACKFILL TRENCH PER CITY
STANDARD 6035
3"
MIN
24" MIN
SV1 2" MIN BEDDING
REFER TO CITY STANDARD DETAILS 6010,
6020, 6030, 6040, PG&E GREEN BOOK, AND
CIVIL PLANS FOR ADDITIONAL TRENCH
AND UTILITY LOCATION REQUIREMENTS.
P1
_
30" MIN.36" BELOW CROSSING
WET UTILITIES
12"
MAX
6" BURIED ELECTRIC
WARNING TRACER TAPE
BACKFILL TRENCH PER CITY
STANDARD 6035
12" MIN
12" MIN
2" MIN BEDDING
REFER TO CITY STANDARD DETAILS 6010,
6020, 6030, 6040, PG&E GREEN BOOK, AND
CIVIL PLANS FOR ADDITIONAL TRENCH
AND UTILITY LOCATION REQUIREMENTS.
C23
P
SL2
_
30" MIN.36" BELOW CROSSING
WET UTILITIES
12"
MAX
6" BURIED ELECTRIC
WARNING TRACER TAPE
BACKFILL TRENCH PER CITY
STANDARD 6035
12" MIN
24" MIN
C23 TS
12"
MIN
2" MIN BEDDING
REFER TO CITY STANDARD DETAILS 6010,
6020, 6030, 6040, PG&E GREEN BOOK, AND
CIVIL PLANS FOR ADDITIONAL TRENCH
AND UTILITY LOCATION REQUIREMENTS.
FO2
P
_
30" MIN.36" BELOW CROSSING
WET UTILITIES
12"
MAX
6" BURIED ELECTRIC
WARNING TRACER TAPE
BACKFILL TRENCH PER CITY
STANDARD 6035
12" MIN
24" MIN
TS
12"
MIN
2" MIN BEDDING
REFER TO CITY STANDARD DETAILS 6010,
6020, 6030, 6040, PG&E GREEN BOOK, AND
CIVIL PLANS FOR ADDITIONAL TRENCH
AND UTILITY LOCATION REQUIREMENTS.
C23
S2 S1
_
30" MIN.36" BELOW CROSSING
WET UTILITIES
12"
MAX
6" BURIED ELECTRIC
WARNING TRACER TAPE
BACKFILL TRENCH PER CITY
STANDARD 6035
12" MIN
2" MIN BEDDING
REFER TO CITY STANDARD DETAILS 6010,
6020, 6030, 6040, PG&E GREEN BOOK, AND
CIVIL PLANS FOR ADDITIONAL TRENCH
AND UTILITY LOCATION REQUIREMENTS.
SL2
_
30" MIN.36" BELOW CROSSING
WET UTILITIES
12"
MAX
6" BURIED ELECTRIC
WARNING TRACER TAPE
BACKFILL TRENCH PER CITY
STANDARD 6035
18" MIN
FO2 TS
12"
MIN
2" MIN BEDDING
REFER TO CITY STANDARD DETAILS 6010,
6020, 6030, 6040, PG&E GREEN BOOK, AND
CIVIL PLANS FOR ADDITIONAL TRENCH
AND UTILITY LOCATION REQUIREMENTS.
P1
_
36" MIN.36" BELOW CROSSING
WET UTILITIES
12"
MAX
6" BURIED ELECTRIC
WARNING TRACER TAPE
BACKFILL TRENCH PER CITY
STANDARD 6035
18" MIN
2" MIN BEDDING
REFER TO CITY STANDARD DETAILS 6010,
6020, 6030, 6040, PG&E GREEN BOOK, AND
CIVIL PLANS FOR ADDITIONAL TRENCH
AND UTILITY LOCATION REQUIREMENTS.
P
OTTO ELECTRICAL, INC.
SAN LUIS OBISPO, CA
[email protected]
805.459.4329
REVISIONS
NO. DATE
DATE:DESIGN BY:DRAWN BY:
CHECKED BY:SCALESHEET NO:CITY SPECIFICATION NO.
APPROVED BY:
PROJECT TITLE:
SHEET TITLE:
JOB NO.:
1 12/02/2022
As indicated
5/5/2023 11:11 AM
CITY OF SAN LUIS OBISPO
OTTO
05/05/2023
SAN LUIS OBISPO, CA
PLAN CHECK RESPONSE #3
OTTO
OTTO
OTTO
19-025
CULTURAL ARTS DISTRICT PS
2 03/31/2023
90435
3 05/05/2023
DU-2.0
DRY UTILITY TRENCH DETAILS
TRENCH SECTION DETAIL A SCALE: NTS TRENCH SECTION DETAIL B SCALE: NTS TRENCH SECTION DETAIL C SCALE: NTSTRENCH SECTION DETAIL D SCALE: NTS TRENCH SECTION DETAIL E SCALE: NTS TRENCH SECTION DETAIL F SCALE: NTSTRENCH SECTION DETAIL G SCALE: NTS *TRENCH DEPTH NOTE:
DEPTH OF CONDUITS ARE SHOWN AS MINIMUMS. IN ORDER TO
AVOID OTHER UTILITY CROSSINGS THAT THE DEPTH OF
TRENCH MAY NEED TO BE INCREASED TO PROVIDE SUFFICIENT
CLEARANCE BELOW EXISTING UTILITIES AS DIRECTED BY THE
ENGINEER.
CONDUITS MAY CROSS ABOVE SANITARY SEWER MAIN WITH 12"
MINIMUM VERTICAL CLEARANCE.
TRENCH SECTION DETAIL H SCALE: NTS TRENCH SECTION DETAIL NTS I SCALE:
3
90° - 60"R
90° - 60"R
90° - 36"R
600A - A 600A - B
200A - A 200A - B
22.5° - 60"R
90° - 60"R 8'-0"
DOOR
DOOR
22.5° - 60"R22.5° - 60"R
90° - 36"R
3'-0"
3'-0"
3'-0"
(P) 1-6" TO SW 465045
(P1) 1-4" TO JAY 15769
(P) 1-6" TO SW 4292/4294 (VIA NEW #7)
(P1) 1-4" TO T435357
(SV) 7-5" TO NEW MSB
PMI-9TT
106"X90" XFRM PAD
T970444
SIDEWALK
FENCED EQUIPMENT PAD
STREET
90° - 60"R
22.5° - 60"R
90° - 60"R
18.6°±
60" 60"
PMI-9TT
STREET SIDEWALK
-
12"
MAX
6" BURIED ELECTRIC
WARNING TRACER TAPE
BACKFILL TRENCH PER CITY
STANDARD 6035
18" MIN
TS
2" MIN BEDDING
REFER TO CITY STANDARD DETAILS 6010,
6020, 6030, 6040, PG&E GREEN BOOK, AND
CIVIL PLANS FOR ADDITIONAL TRENCH
AND UTILITY LOCATION REQUIREMENTS.
30" MIN.36" BELOW CROSSING
WET UTILITIES
G
6" MIN
2" GAS PIPE
SL
36" MIN. -
OTTO ELECTRICAL, INC.
SAN LUIS OBISPO, CA
[email protected]
805.459.4329
REVISIONS
NO. DATE
DATE:DESIGN BY:DRAWN BY:
CHECKED BY:SCALESHEET NO:CITY SPECIFICATION NO.
APPROVED BY:
PROJECT TITLE:
SHEET TITLE:
JOB NO.:
1 12/02/2022
As indicated
5/5/2023 11:11 AM
CITY OF SAN LUIS OBISPO
OTTO
05/05/2023
SAN LUIS OBISPO, CA
PLAN CHECK RESPONSE #3
OTTO
OTTO
OTTO
19-025
CULTURAL ARTS DISTRICT PS
2 03/31/2023
90435
3 05/05/2023
DU-2.1
PMI AND TRANSFORMER CONDUIT ROUTING DETAILS
PMI AND TRANSFORMER CONDUIT ROUTING PLAN 1
SCALE: 1/2" = 1'-0"
PMI AND TRANSFORMER CONDUIT ROUTING ELEVATION A
SCALE: 1/2" = 1'-0"
A
-
TRENCH SECTION DETAIL
NTS J SCALE:
OTTO ELECTRICAL, INC.
SAN LUIS OBISPO, CA
[email protected]
805.459.4329
REVISIONS
NO. DATE
DATE:DESIGN BY:DRAWN BY:
CHECKED BY:SCALESHEET NO:CITY SPECIFICATION NO.
APPROVED BY:
PROJECT TITLE:
SHEET TITLE:
JOB NO.:
1 12/02/2022
As indicated
5/5/2023 11:11 AM
CITY OF SAN LUIS OBISPO
OTTO
05/05/2023
SAN LUIS OBISPO, CA
PLAN CHECK RESPONSE #3
OTTO
OTTO
OTTO
19-025
CULTURAL ARTS DISTRICT PS
2 03/31/2023
90435
3 05/05/2023
DU-2.2
CITY STANDARD DETAILS
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RETAINING WALL SEOR:
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S 4603
EXP. 12.31.2023
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IS T
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C A L IFO RNIA O F E T AT S
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STRUCT URAL
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S 4603
EXP. 12.31.2023
R
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IS T
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C A L IFO RNIA O F E T AT S
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S 4603
EXP. 12.31.2023
R
E
G
IS T
E R E D P RO F E S S IO NA L E NGIN
E
E
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C A L IFO RNIA O F E T AT S
G
STRUCT URAL
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S 4603
EXP. 12.31.2023
R
E
G
IS T
E R E D P RO F E S S IO NA L E NGIN
E
E
R
C A L IFO RNIA O F E T AT S
G
STRUCT URAL
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EXP. 12.31.2023
R
E
G
IS T
E R E D P RO F E S S IO NA L E NGIN
E
E
R
C A L IFO RNIA O F E T AT S
G
STRUCT URAL
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SD
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CO
CO
CO CO
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(EX. SS)
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(EX. W)
(EX. W)
(EX. W)
(EX. 8" PVC SS) (5.9%) (EX. 8" PVC SS) (1.1%)
(EX. 30" PVC SS) (0.3%)
(EX. 18" VCP SS)
(EX. 10" PVC W)
(EX. 12" W)
(EX. 8" VCP SS) (1.8%)
(EX. 2" GAS)
(EX. 8" VCP SS) (1.8%)
(EX. 8" PVC W) (EX. 8" PVC W)
(EX. 2" GAS)
(EX. 12" W)
(EX. 30" PVC SS) (0.3%)
(EX. G)
(EX. G)
(EX. G)
(EX. SS)
(EX. W)
(EX. W)
(EX. W)
(EX. W)
(EX. SS)
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PP PP PP
W
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CATV
METAL LID
WOOD POST
6" TREE 6" TREE
10" TREE
16" TREE
16" TREE
2-6" TREE
4" TREE
1 0509
1 6.8
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1 0510
1 6.10
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3 0463
1 7 R
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3 0464
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3 0465
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3 0467
1 7.12
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3 0468
1 6.9 D
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3 0469
1 6.9 D
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3 0470
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3 0471
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3 0472
1 7.1 DL 6
3 0473
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3 0474
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3 0475
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3 0476
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3 0478
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3 0479
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3 0481
1 6.5 DL 8
3 0482
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1 6.3 D
4 L
3 0487
1 6.4 D
3 L
3 04
1 8
6.2 DL 6
2 3 0489
1 6 D
.2
L 2
3 0490
1 6.2 D
5 L 2
3 0491
1 6 D
.1
L 2
3 0492
1 6.0 D
9 L 2
3 0493
1 6 D
.1
L 2
3 0494
1 6.74
3 6 OAK
3 0495
1 6.2 W
3 IRE TO HOUSE
3 0496
1 6.2 W
3 IRE TO HOUSE
3 0497
1 6.2 W
7 IRE TO HOUSE
3 0498
1 6.2 W
9 IRE TO HOUSE
3 04
1 9
6.3 W
2 IRE TO HOUSE
3 05
1 0
6.5 P
0 P 1
3 0501
1 6.3 G
4 UY
3 050
1 5
2 .8 P
7 P 2
3 0503
1 5.8 P P
6 3
3 0504
1 5.8 G
7 UY
3 0505
1 5.6 P
3 P4
3 0506
1 5.8 P
5 P5
3 0507
1 6.8 P P
2 6
3 0508
1 6
4 .1
0 PINE
3 0509
1 6
2 .09
8 TRE
3 0510
1 5.68
S MH INV -8.78
3 05
1 1
5.6 S 8 MH INV -10.03
3 0512
1 5.8
S 9 MH INV -7.86
18" TREE
12" PALM TREE 12" PALM TREE 12" PALM TREE 12" PALM TREE 14" PALM TREE 14" PALM TREE
16" TREE 16" TREE
40" TREE
28" TREE
36" OAK TREE
12" TREE
(3) 12" TREES
12" TREE
8" TREE
12" TREE
6" TREE
GM
P
3 0
1 7.0 R
1 ES
3 0 2
1 6.9
TC
3AP
3 0 3
1 6
F
.8
L
3 0 4
1 6.89
LIP
3 0 5
1 6.89
LIP END
3 0 6
1 6
F
.8
L/ 0C
3 0 7
1 6.9 WM
3 3 0 8
1 6.9 WM
3 3 0 9
1 6.9 WM
3 3 0 10
1 6.9 WM
3 3 0
1 1
6.9 CR
5 3 0 12
1 6.9 W
5 V
3 0 13
1 6
F
.8
L C URB DRAIN 3 0 14
1 6.8
FL 7 C URB DRAIN
3 0 15
1 6.9 P K
0 G MTR
3 0 16
1 6.9 G
0 RATE/PLANTER
3 0 17
1 6 G
.8RATE/PLANTER
3 0 20
1 6.8
TC
7 3 0 21
1 6.8
FL 3
3 0
1 2
6.85 LIP
3 0 23
1 6.9 CR
0 3 0 24
1 6.8 CR
4 3 0 25
1 6.8
S 5 MH
3 0 26
1 6.8
LI 0 P
3 0 27
1 6.7
FL 8
3 0 28
1 6.82
TC
3 0 29
1 6.8 GR
3ATE/PLANT
3 0 30
1 6.8 G
2 RATE/PLANT
3 0 37
1 6.7
0 C
3 3 0 38
1 6.74
LIP AP
3 0 39
1 6.7
LIP
4 3 0 40
1 6.74
FL 3 0 41
1 6.78
TC
3 0 42
1 6.7 VA
8ULT
3 0 43
1 6.7 VA
8ULT
3 0 49
1 6
3 0 50
1 6 7
3 0 51
1 6.7 B
4 SW AP
3 0 52
1 6.7
TC
4 3 0 53
1 6.7
FL 0 AC
3 0 54
1 6.7 DW
0Y
3 0
1 5
6.7 DW
3Y 3 0 56
1 6.7
E 3 P AP
3 0 57
1 6.7
E 4 P AP
3 0 58
1 6
3 0 59
1 6
3 0 63
1 6.7
3 CR
5 0 64
1 6.6 CR
4 3 0
1 6
6.6 TC
4 3 0 67
1 6.6
FL 0 AC
3 0 68
1 6.6 P K
1 G METER
3 0 69
1 6.6 P K
8 G METER
3 0 70
1 6.7 P
4 KG METER
3 0 71
1 6.5
FL 8 AC
3 0 72
1 6.6
TC
3 3 0 73
1 6.6
E 3
LEC BOX
3 0 74
1 6.6
LT 5
E
3 0 75
1 6.70 B SW
3 0 76
1 6.62
TC AP
3 0
1 7
6.5 FL 7 AC
3 0 78
1 6.5
0 C
6 3 0 79
1 6.5
0 C
3 3 0 80
1 6.53
FL AC
3 0 81
1 6.5
TC
8AP
3 0 82
1 6.5 WM
8 3 0 83
1 6.6 B
0 SW/ FW
3 0 84
1 6 B
.5
SW AP/ FW
3 0 85
1 6.5 B
4 SW AP/ FW
3 0 86
1 6.5 B
4 SW
3 0 87
1 6 B
.5
SW
3 0
1 8
6 B
.4
SW FW
3 0 89
1 6.4
TC
3 3 0 90
1 6.39
FL AC
3 0 91
1 6.4 W
3 V
3 0 92
1 6.4 CR
6 3 0 93
1 6.4 B
3 EGLIP
3 0 94
1 6.42
FL 3 0 95
1 6.4
TC
6 3 0 96
1 6.4
T 6
3 0
1 9
3 01
1 0
6 W
.4M
3 0103
1 6
3 0104
1 6
3 0106
1 6.4 P G
1 E
3 0107
1 6.3 P
8 3 01
1 6.36
SIGN
3 01 2
1 6.3 P K
5 G ME
3 01 3
1 6.3
TC
7 3 01 4
1 6.3
FL 4
3 01 5
1 6.34
LIP
3 01 6
1 6.3 CR
7 3 01 7
1 6.3 W
5 V
3 01 8
1 6.2
FL 8 C URB DRAIN
3 01 9
1 6
T
.3 C
3 0120
1 6.3 B
5 SW
3 0121
1 6.37 B SW/ FW
3 01
1 2
6.37 B SW/ FW
3 0123
1 6.3 B
7 SW/ FW
3 0124
1 6.3 B
7 SW/ FW
3 0125
1 6.3 B
7 SW/ GATE
3 0126
1 6.3 B
6 SW GATE/ FW
3 0127
1 6.3 B
4 SW FW
3 0128
1 6.2 B
6 SW FW
3 0129
1 6.2 P
5 KG METER 3 0130
1 6.2
TC
4 3 0131
1 6.2
FL 0 AC
3 0132
1 6.2
SIG
4N STOP
3 01
1 3
6.2 CR
9 3 0134
1 6.2
LI 6 P
3 0135
1 6.2
FL 5
3 0136
1 6.2
TC
9 3 0143
1 6.2 GR
8ATE/ PLAN
3 01
1 4
6.2 GR
7ATE/ PLAN 3 0
3 0146
1 6.2
TC
6 3 0147
1 6
F
.2
L
3 0148
1 6.23
LIP
3 0149
1 6.2
TC
5 3 0150
1 6.2
FL 1
3 0151
1 6
L
.2
IP
3 0152
1 6.2
TC
4 3 0153
1 6.2
FL 0
3 0154
1 6.2
LI 1 P
3 01
1 5
6.2 LI 1 P
3 0156
1 6.2
FL 0
3 0157
1 6.2
TC
4 3 0158
1 6.2
LI 0 P
3 0159
1 6.1
FL 9
3 0160
1 6.23
TC
3 0161
1 6.1
LI 7 P
3 0162
1 6.1
FL 6
3 0163
1 6.19
TC AP
3 0164
1 6.1 HC
6R
3 0165
1 6.1 HC
5R
3 01
1 6
6.1 HC
6R
3 0167
1 6.1 HC
7R
3 0168
1 6.1
0 C
7 3 0169
1 6.1
0 C
6 3 0170
1 6.1
TC
7AP
3 0171
1 6.14
FL
3 0172
1 6.15
LIP
3 0173
1 6.15
LIP
3 0174
1 6.1
FL 3
3 0175
1 6.1
TC
7 3 0176
1 6.1
TC
6 3 01
1 7
6.12 FL
3 0178
1 6.1
LI 3 P
3 0182
1 6.2 P
0 3 0183
1 6.1 P G
8 3 0186
1 6.2
LT 1
E
3 0193
1 6.1 B
6 SW AP
3 0194
1 6.2 B
3 SW
3 0195
1 6.2 B
4 SW
3 0196
1 6.2 B
4 SW
3 0197
1 6.2 B
5 SW
3 0198
1 6.2 B
5 SW
3 01
1 9
6.2 E G
3 3 02
1 0
6.1 E G
6 3 0203
1 6.1
E G
4 3 0204
1 6.1 CR
6 3 0205
1 6.1 W
2 V
3 0206
1 6.1
S 0 MH
3 0207
1 6.1 MO
0N WE L
3 0219
1 6.0 B
8 SW BLD AP 45
3 02 1
1 6.08
F
3 02
1 6.05 P KG METER
3 02 3
1 6.0 B
6 SW BLD AP 45
3 02 4
1 6.0 B
5 SW FWAP
3 02 5
1 6.0
2 4
_6 TRE
3 02 6
1 6.06
S CO
3 02 7
1 6.0
TC
4 3 02 8
1 6
F
.0
L
3 02 9
1 6.0
LI 1 P
3 0230
1 6.1 CR
0 3 0231
1 6 C
.1 R
3 0232
1 5.9
LI 8 P
3 02
1 3
5.9 FL 7 3 0234
1 6.0
TC
1 3 0235
1 6.0
8 1
TRE
3 0236
1 6.0 B
2 LD FAC E
3 0237
1 6.04 B LD AP
3 0238
1 6.04 B LD AP
3 0239
1 6.04 B LD AP
3 0240
1 6.04 B LD AP
3 0241
1 6.04 B LD AP
3 0242
1 6.04 B LD AP
3 0243
1 6.0 DO
4OR
3 02
1 4
6.0 DO
4OR
3 0245
1 6.0
F 4
3 0246
1 6.0 P
4 KG METER
3 0247
1 6.1 AC
3 3 0248
1 6.1 B
3 EGLIP
3 0249
1 6.1 AC
9 3 0250
1 6.1
FL 7 AC
3 0251
1 6.2
TC
0 3 0252
1 6.2 B
1 SW
3 0253
1 6.2 P
5 KG METER
3 0254
1 6 P
.3 KG METER
3 02
1 6
5 .4 P
1 KG METER
3 0256
1 6.5 P
0 KG METER
3 0257
1 6.6 G
1 B
3 0258
1 6 B
.9
SW /FW
3 0259
1 6 B
.9
SW FWAP
3 0260
1 6.98 B SW FWAP
3 0261
1 6.9 B
2 SW FW
3 0262
1 6.8 B
7 SW FW
3 0263
1 6 B
.8
SW FW
3 0264
1 6.8 B
6 SW FW 3 0265
1 6.8 B
5 SW FW
3 02
1 6
6.7 B
9 SW FW
3 0267
1 6.7 B
2 SW FW
3 0268
1 6.7 B
3 SW FW
3 0269
1 6.6 B
9 SW FW 3 0270
1 6.6 B
9 SW FW
3 0271
1 6.6 B
4 SW FWEND
3 0272
1 6.9 G
6 B
3 0273
1 6.9
FD
6N&T LS 7065
3 0274
1 6.9 WM
1 3 0275
1 6
F
.7
L C URB DRAIN 3 0276
1 6
F
.7
L C URB DRAIN
3 02
1 7
6.39 FL C URB DRAIN 3 0278
1 6.3
FL 9 C URB DRAIN
3 0279
1 6.2
FL 6 C URB DRAIN 3 0280
1 6.26
FL C URB DRAIN 3 0281
1 6.2
FL 6 C URB DRAIN
3 0282
1 6
F
.2
L C URB DRAIN 3 0283
1 6
F
.2
L C URB DRAIN
3 0285
1 6 B
.9
SW FW
3 0286
1 6.98 P KG METER 3 0287
1 6.9
TC
7 3 02
1 8
6.9 FL 2 AC
3 0289
1 6.97
TC AP
3 0290
1 6.9
FL 1 AC
3 0291
1 6.9
0 C
1 3 0292
1 6.9 WM
3 3 0293
1 6.8
0 C
9 3 0294
1 6
F
.8
L AC
3 0295
1 6.9
TC
5 3 0296
1 6.94
SIGN NOP KG
3 0297
1 6.8 B
6 SW FW
3 0298
1 6.8 B
7 SW STEP
3 02
1 9
6.8 TC
5 3 03
1 0
6.80 FL AC
3 0301
1 6.7
FL 0 AC
3 0302
1 6.7
TC
5 3 0303
1 6.7 DI 1
3 0304
1 6.73 P KG METER
3 0305
1 6.7
TC
0AP
3 0306
1 6.6
FL 5 AC
3 0307
1 6.6
0 C
4 3 0308
1 6.6 G
9 B
3 0309
1 6.6
0 C
2 3 0310
1 6.6
FL 1 AC
3 03
1 1
6. TC AP
3 0312
1 6.8
2 2
T
3 0313
1 6.8
2 9
TR
3 0314
1 6.84 P KG METER
3 0315
1 6.87
SIGN NOP KG
3 0316
1 6.9
SIG
0N NOP KG
3 0317
1 6.6 R
0 ES
3 0318
1 6.0 CA
7 TV
3 0319
1 6.06
TELVLT
3 0320
1 6.0
TE 7
LVLT
3 0321
1 6.0
TE 6
LVLT
3 03
1 2
6.05 TELVLT
3 0323
1 6.0 WM
5 3 0324
1 6.0 GU
8Y
3 0325
1 6.0 G
9 UY
3 0326
1 6.1 B
2 SW FW
3 0327
1 6.1 B
3 SW FW
3 0328
1 6.1 B
5 SW FW
3 0329
1 6.17 B SW FW
3 03 0
1 6.1 B
8 SW
3 03 1
1 6.1 B
9 SW
3 03 2
1 6.2 B
0 SW FW
3 0
1 3
6.2 B
3 SW FW
3 03 4
1 6.1
3 TC
8 03 5
1 6.1
FL 3
3 03 6
1 6.1 B
3 EGLIP
3 03 7
1 6.1
LI 2 P
3 03 8
1 6.1
0 C
2 3 03 9
1 6
0 .1 C
3 0340
1 6.1 HC
3R
3 0341
1 6.1 HC
4R
3 0342
1 6.1 HC
5R
3 0343
1 6.1 HC
6R
3 03
1 4
6.1 HC
2R
3 0345
1 6 H
.1 CR
3 0346
1 6.1
TC
2 3 0347
1 6.0
FL 8
3 0348
1 6.0
LI 8 P END
3 0349
1 6.10
LIP
3 0350
1 6
L
.1
IP
3 0413
1 6.0 B
8 LD AP
3 0414
1 6.0 DO
8OR
3 0415
1 6.0 B
2 LD AP
3 0416
1 6.0 B
2 LD AP
3 0417
1 6.0 B
2 LD AP
3 0418
1 6.0 B
2 LD AP
3 0419
1 6.0 B
2 LD AP
3 0420
1 6.02 B LD AP
3 0421
1 6.0 B
2 LD AP
3 04
1 2
6 H
.0 CR
3 0423
1 6.0 HC
1R
3 0424
1 6.0 HC
1R 3 0425
1 6.0 HC
1R
3 0426
1 5.9 HC
7R
3 0427
1 5.9 HC
7R
3 0428
1 5.9
0 C
7 3 0429
1 5.9
0 C
7 3 0430
1 5.9
LI 8 P
3 0431
1 5.9
LI 7 P
3 0432
1 5.96
FL 3 04
1 3
6 T
.0 C
3 0434
1 5.9
TC
8 3 0435
1 5.9
FL 4
3 0436
1 5.9
LI 6 P
3 0437
1 5.95
LIP
3 0438
1 5.9
LI 4 P
3 0439
1 5.94
LIP
3 04 0
1 5.9
FL 4
3 04 1
1 5.9
TC
7 3 04 2
1 5.9
SIG
7N
3 04 3
1 5
L
.8
IP
3 04
1 5.8
FL 7
3 04 5
1 5.9
TC
1 3 04 6
1 5.9
TC
1 3 04 7
1 5.9
TC
6 3 04 8
1 5.94
FL
3 04 9
1 5.9
0 C
4 3 0450
1 5.94
0 C3 0451
1 5.9 HC
5R
3 0452
1 5.9 HC
4R
3 0453
1 5.9 HC
8R 3 0454
1 5.9 HC
8R
3 04
1 5
5.9 B
7 SW FW
3 0456
1 6 B
.0
SW FW
3 0457
1 6 B
.0
SW FW
3 0458
1 6 B
.0
SW FW
3 0459
1 6.0 B
2 SW FW
3 0460
1 6.1 CR
0 3 0461
1 6 C
.1 R
3 0462
1 5.95
FL C URB DRAIN
1 02 8
1 6.3 R
0 ES
1 02 9
1 5.9
FL 1
1 0230
1 5.9
TC
4 1 0231
1 5.93
1 4 PALM
1 0232
1 5.9 C
4 1 02
1 3
5.9 C
4 1 0234
1 5.9 C
4 1 0235
1 5.9 CL 2
F
1 0236
1 5.9 B
3 SW
1 0237
1 5.9 P A
0RKING METER
1 0238
1 5.8 U
7 1
P
0239
1 5.8 C
7 1 0240
1 5 C
.8
1 0241
1 5.8 C
7 1 0242
1 5.8 C
6 1 0243
1 5.8 C
7 1 02
1 4
5.8 FL 3
1 0245
1 5.8
TC
6 1 0246
1 5.8
1 7
4 PALM
1 0247
1 5.8 C
4 L F
1 0248
1 5.86 B SW
1 0249
1 5.85 P ARKING METER
1 0250
1 5.8 P A
3RKING METER
1 0251
1 5.8 C
2 1 0252
1 5.8 C
2 1 0253
1 5.8 C
2 1 0254
1 5.8 C
2 1 02
1 5
5.8 C
2 1 0256
1 5.8 C
2 1 0257
1 5.82
1 2 PALM
1 0258
1 5.8
TC
1 1 0259
1 5.7
FL 8
1 0260
1 5.8 C
0 L F
1 0261
1 5.81 B SW
1 0262
1 5.8 P A
0RKING METER
1 0263
1 5.7 P A
8RKING METER
1 0264
1 5.7
1 8
2 PALM
1 0265
1 5 C
.7
1 02
1 6
5.7 C
8 1 0267
1 5.7 C
8 1 0268
1 5 C
.7
1 0269
1 5 C
.7
1 0270
1 5
TC
.7
1 0271
1 5.73
FL
1 0272
1 5.7 C
8 L F
1 0273
1 5 B
.7
SW
1 0274
1 5.7 P A
6RKING METER
1 0275
1 5.7
TC
1 1 0276
1 5.68
FL
1 02
1 7
5.7 1
2 2 PALM1 0278
1 5.7 C
2 1 0279
1 5.7 C
2 1 0280
1 5.7 C
2 1 0281
1 5.7 C
2 1 0282
1 5.7 C
2 1 0283
1 5.7 C
2 1 0284
1 5.7 C
2 1 0285
1 5.7 G
4 ATE
1 0286
1 5.7 G
4 ATE
1 0287
1 5.7 B
5 SW
1 02
1 8
5.6 CR
9 1 0289
1 5.7 CR
5 1 0290
1 5.7 CR
8 1 0291
1 5.8 CR
2 1 0292
1 5.8 CR
5 1 0293
1 5.8 CR
9 1 0294
1 5.9 CR
6 1 0295
1 6.0 CR
2 1 0296
1 5.98
FL 1 0297
1 6.0
TC
2 1 98
1 6.0 B
2 SW AP
1 02
1 9
6 1
.0
6 TRE
1 03
1 0
6 P
.0 ARKING METER
1 0301
1 5 B
.9
SW
1 0302
1 5.9 WM
7 1 0303
1 6.0 B
4 SW
1 0304
1 5.98
TC
1 0305
1 5.9
FL 4
1 0306
1 5.9 B
6 SW AP
1 0307
1 5.95 B SW AP
1 0308
1 5.9
TC
5 1 0309
1 5.9
FL 1
1 0310
1 5.9 B
7 SW
1 03
1 1
6 B
.0
SW
1 0312
1 5.9
0 C
1 1 0313
1 5
0 .8 C
1 0314
1 5.85
0 C
1 0315
1 5.8
TC
9 1 0316
1 5.8
FL 5
1 0317
1 5.92 B SW
1 0318
1 5.9 B
5 SW
1 0319
1 5.9
S 1 MH
1 0320
1 5.8 G
9 RATE
1 0321
1 5.8 G
9 RATE
1 03
1 2
5.8 G
6 RATE
1 0323
1 5.8 G
6 RATE
1 0324
1 5.82
FL DRAI N
1 0325
1 5.8
FL 2 DRAI N
1 0326
1 5.8
TC
6 1 0327
1 5.8
FL 1
1 0328
1 5.8
0 C
1 1 0329
1 5.8
0 C
0 1 03 0
1 5.8
6 5
TRE
1 03 1
1 5.83 P ARKING METER
1 03 2
1 5.8 RA
9 IL
1 03
1 5.8 RA
9 IL
1 03 4
1 5.85
FL 1 03 5
1 5.85
FL
1 03 6
1 5
F
.8
L A
1 P
03 7
1 5.9
TC
3AP
1 03 8
1 5.8 B
9 SW
1 03 9
1 5.8 B
9 SW
1 0340
1 5.84
TC
1 0341
1 5.80
FL
1 0342
1 5.86
FL 1 0343
1 5.9
TC
1 1 03
1 4
5.8 B
6 SW
1 0345
1 5.8
FL 2
1 0346
1 5.87
TC
1 0347
1 5.8 B
2 SW
1 0348
1 5.8
TC
0 1 0349
1 5.7
FL 5
1 0350
1 5.8 P A
1RKING METER
1 0351
1 5.8
6 2
TRE
1 0352
1 5.81 B SW AP
1 0353
1 5.8 B
1 SW AP
1 0354
1 5.81 B SW AP
1 03
1 5
5.8 B
1 SW AP
1 0356
1 5.8 B
3 SW AP
1 0357
1 5.8 B
4 SW AP
1 0358
1 5.84 B SW AP
1 0359
1 5.7 P A
8RKING METER
1 036
1 5
0 .76
TC
1 0361
1 5.7
FL 2
1 0362
1 5.7
LI 3 P
1 0363
1 5.7
TC
8AP
1 0364
1 5.7
TC
8AP
1 0365
1 5.7
TC
8 1 03
1 6
5.74 FL
1 0367
1 5.75
LIP BEG
1 0368
1 5.7 P A
8RKING METER
1 0369
1 5.7
FL 9
1 0370
1 5.84
TC
1 0371
1 5.7 P A
5RKING METER
1 0372
1 5.73
TC AP
1 0373
1 5.7
TC
3AP
1 0374
1 5.6
FL 9
1 0375
1 5.6
LI 9 P END
1 0376
1 5.7
TC
2 1 03
1 7
5.6 FL 8
1 0378
1 5.6
LI 9 P BEG
1 0379
1 5.7
TC
2 1 0380
1 5.7 B
4 SW AP
1 0381
1 5.74 B SW AP
1 0382
1 5.7 B
4 SW AP
1 0383
1 6.10 B SW
1 0384
1 6.0
TC
7 1 0385
1 6.0
FL 2
1 0386
1 6.05 P ARKING METER
1 0387
1 6.3 R
2 ES
1 03
1 8
5.8 TC
4 1 0389
1 5.85
FL
1 0390
1 5.8
0 C
0 1 0391
1 5.8
0 C
2 1 0392
1 5.8
TC
7 1 0393
1 5.83
FL
1 0394
1 5.8 UP
7 1 0395
1 5.8 B
9 SW
1 0396
1 5.9
TC
0 1 0397
1 5.8
FL 6
1 0398
1 5.8
LI 6 P
1 03
1 9
5.8 FL 6
1 04
1 0
5.87 LIP
1 0401
1 5.8
0 C
6 1 0402
1 5.87
0 C
1 0403
1 5.8
LI 7 P
1 0404
1 5.87
LIP
1 0405
1 5.87
LIP
1 0406
1 5.87
LIP
1 0407
1 5.86
FL
1 0408
1 5.8
FL 5
1 0409
1 5.86
LIP
1 0410
1 5.8
TC
9 1 04
1 1
5.8 TC
7 1 041
1 5
2 .83
FL
1 0413
1 5.84
LIP
1 0414
1 5.8 HC
9R
1 0415
1 5.8 HC
9R 1 0416
1 5.8 HC
7R
1 0417
1 5.8 HC
7R
1 0418
1 6.0
TM
1H
1 0419
1 5.98
TMH
1 0420
1 5.9 P A
7RKING METER
1 0421
1 5.9 P P
5 1 04
1 2
5.9 B
6 SW AP
1 0423
1 5.9 B
6 SW AP
1 0424
1 5.95 B SW AP
1 0425
1 5.9 B
6 SW AP
1 0426
1 5.9
FW
4AP
1 0427
1 6.0
FW
5AP
1 0428
1 6.0
FW
8AP
1 0429
1 6.1
FW
0@ BLD FACE
1 0430
1 6.0 B
9 LD CO
1 R
0431
1 6.0 C
8 AP
1 0432
1 6.0 C
1 1 04
1 3
5.9 C
2 1 0434
1 5.9
0 C
2 1 0435
1 5.9
0 C
2 1 0436
1 5.91
FL
1 0437
1 5.95
TC
1 0438
1 5.81
LIP
1 0439
1 5.8 P A
4RKING METER
1 04 0
1 5.89
TC 1 04 1
1 5.8
FL 4
1 04 2
1 5.85
LIP
1 04 3
1 5.96
TC 1 04
1 5.9
FL 2
1 04 5
1 5.9
LIP
3 1 04 6
1 6.0 WA
1 L DRAIN
1 04 7
1 6.0 WA
4 L DRAIN @ FW
1 04 8
1 6.0 W
7 AL DRAIN @ FW
1 04 9
1 6 W
.1AL DRAIN @ FW
1 0450
1 6.0 P
6 P
1 0451
1 6.0
TC
2 1 0452
1 5.9
FL 8
1 0453
1 5
L
.9
IP
1 0454
1 6.0
TC
8 1 04
1 5
6.0 FL 5
1 0456
1 6.05 P ARKING METER
1 0457
1 6 W
.0M
1 0458
1 6.0 M
1 ON WE L
1 0459
1 6
S
.0MH
1 0460
1 5.9 B
0 SW
1 0461
1 5.85 B SW
1 0462
1 5.8
TC
3 1 0463
1 5.79
FL 1 0464
1 5.8
LI 0 P
1 0465
1 5.8 CR
9 1 04
1 6
5.9 CR
3 1 0467
1 6.0 CR
2 1 0468
1 5.9 CR
6 1 0469
1 5.9 CR
2 1 0470
1 5 C
.8 R
1 0471
1 5.8 CR
3 1 0472
1 5.7 CR
5 1 0473
1 5.7 CR
2 1 0474
1 5.6 CR
9 1 0475
1 5.6 CR
7 1 0476
1 5.6
S 8 MH
1 04
1 7
5.6 S 9 MH
1 0478
1 5 C
.6R
1 0481
1 5.7 B
6 SW
1 0482
1 5.73
0 C
1 0483
1 5.7
0 C
4 1 0484
1 5.79
TC
1 0485
1 5.7
FL 5
1 0486
1 5.8
1 3
2 TRE
1 0487
1 5.83 B SW
1 04
1 8
5.8 TC
1 1 0489
1 5.78
FL
1 0490
1 5.81 P ARKING METER
1 0491
1 5.8 P A
4RKING METER
1 0492
1 6.1 B
3 SW @ FW
1 0493
1 6.1 B
5 SW @ FW
1 0496
1 5 P
.8
LANTE R
1 0497
1 5.9 P
0 LANTE R
1 0498
1 5.90 P LANTE R
1 04
1 9
5.8 P
9 LANTE R
1 05
1 0
5.9 6
0 TRE
1 0501
1 5.85
TC
1 0502
1 5.8
FL 1
1 0503
1 5.82
LIP
1 0504
1 5 B
.8
SW
1 0505
1 5.8 B
9 SW FWBEG
1 0506
1 6.0 B
5 SW FW
1 0507
1 5.8 G
7 UY
1 0 20 3
1 5.83
FD B M372
1 0 20 2
1 6.05
FD C ITY MON 8043
9 8
1 5 C
.6 P X
9 5
1 6.0 C
1 P X
9 7
1 6.1 CP
7X
9 6
1 6.9 CP
3X
94 1 5.9 CP
5X
1 0
1 6.0 R
9 ES
1 0 7
1 5.6 UP
4 1 0 8
1 5.6 B
5 SW
1 0 9
1 5.6
TC
4 1 0 10
1 5.6
FL 1
1 0
1 1
5.68 B SW AP
1 0 12
1 5.6 B
8 SW AP
1 0 13
1 5.6
TC
7 1 0 14
1 5.6
FL 2
1 0 15
1 5.6
0 C
2 1 0 16
1 5.6
0 C
3 1 0 17
1 5.6 B
9 SW
1 0 18
1 5.7 B
0 SW AP
1 0 19
1 5.7 B
0 SW AP
1 0 20
1 5.6
0 C
4 1 0 21
1 5.6
TC
8 1 0
1 2
5.6 FL 4
1 0 23
1 5.6
FL 4 1 0 24
1 5.6
TC
9 1 0 25
1 5.6
0 C
4 1 0 26
1 5.6
0 C
5 1 0 27
1 5.7
TC
0 1 0 28
1 5
F
.6
L
1 0 29
1 5.7 B
1 SW
1 0 30
1 5.7 WM
1 1 0 31
1 5.7 G
2 AS VAULT
1 0 32
1 5.7 GA
1 S VAULT
1 0
1 3
5.7 GA
2 S VAULT
1 0 34
1 5.7 G
2 AS VAULT
1 0 35
1 5.7
1 4
2 TRE
1 0 36
1 5.7 P A
3RKING METER
1 0 37
1 5.7 U
2 P
1 0 38
1 5.72
TC
1 0 39
1 5.6
FL 8
1 0 40
1 5
8 .7
TRE
1 0 41
1 5.7 P A
5RKING METER
1 0 42
1 5.75
TC
1 0 43
1 5.7
FL 1
1 0
1 4
5 P
.7 ARKING METER
1 0 45
1 5
TC
.7
1 0 46
1 5.7
FL 3
1 0 47
1 5.7 B
9 SW
1 0 48
1 5.8 B
2 SW
1 0 49
1 5.86 B SW
1 0 50
1 5.9 B
0 SW
1 0 51
1 5.9 B
0 SW AP
1 0 64
1 5.6 P A
5D
1 0 65
1 5.65 P AD
1 0
1 6
5.6 P A
5D
1 0 67
1 56. P A
5D
1 0 68
1 5.6
TR
5 ANS
1 0 69
1 5.65
TRANS
1 0 70
1 5.6
TR
5 ANS
1 0 71
1 5.6
TR
5 ANS
1 0 72
1 5.6
FH
4 1 0 73
1 5.6 WV
2 1 0 74
1 5.6 P
4 P 1 0 75
1 5.6 B
4 SW AP
1 0 76
1 5.6
SIG
4N
1 0
1 7
5.6 TC
4 1 0 78
1 5.6
FL 0
1 0 79
1 5.61
LIP
1 0 80
1 5.6
LI 0 P
1 0 81
1 5.6
FL 0
1 0 82
1 5.64
TC
1 0 83
1 5.60
FL 1 0 84
1 5.6
0 C
1 1 0 85
1 5.61
0 C
1 0 86
1 5.6
LI 1 P 1 0 87
1 5.6
LI 1 P
1 0
1 8
5.61 LIP
1 0 89
1 5.6 B
4 SW AP
1 0 90
1 5.6 B
5 SW AP
1 0 91
1 5.6
ST 5 OP SIGN
1 0 92
1 5.6
TC
5 1 0 93
1 5.6
FL 1
1 0 94
1 5.6
LI 2 P END
1 0 95
1 5.6
LI 2 P
1 0 96
1 5.6
FL 1
1 0 97
1 5.6 WV
4 1 0 98
1 5.6 W
5 V
1 0
1 9
5.6 S 9 MH
1 01
1 0
5.69 S MH
1 0101
1 5.6 CL 4
FNC AP
1 0102
1 5.6 P A
7RKING METER
1 0103
1 5.6
1 7
2 PALM TREE
1 0104
1 5.6 B
7 SW AP
1 0105
1 5.6 B
7 SW
1 0106
1 5.68 B SW
1 0107
1 5.6 B
8 SW
1 0108
1 5.6
FL 4
1 0109
1 5.68
TC
1 01 0
1 5.6
SIG
9N
1 01
1 5.69 P ARKING METER
1 01 2
1 5.7 B
0 SW
1 01 3
1 5.6 CL 9
FNC
1 01 4
1 5.6
FL 7
1 01 5
1 5.72
TC
1 01 6
1 5.7 P A
2RKING METER
1 01 7
1 5.7 B
2 SW
1 01 8
1 5.7 B
1 SW
1 01 9
1 5.71 B SW
1 0120
1 5.7 B
2 SW
1 0121
1 5.7 B
2 SW
1 01
1 2
5.72 1 2 PALM
1 0123
1 5.7
TM
2H
1 0124
1 5.7
1 6
3 TRE
1 0125
1 5.7 P A
3RKING METER
1 0126
1 5.7
TC
1 1 0127
1 5.67
FL
1 0128
1 5.68
LIP
1 0129
1 5.7
SIG
1N
1 0130
1 5.7
TC
1 1 0131
1 5.67
FL
1 0132
1 5.6
LI 8 P
1 01
1 3
5.67 0 C
1 0134
1 5.6
LI 7 P
1 0135
1 5.67
LIP
1 0136
1 5.6
LI 7 P
1 0137
1 5.6
LI 7 P
1 0138
1 5.6
LI 7 P
1 0139
1 5.6
LI 8 P
1 0140
1 5.6
LI 9 P
1 0141
1 5.6
FL 8
1 0142
1 5.7
TC
2 1 0143
1 5.7
TC
1 1 01
1 4
5.6 FL 7
1 0145
1 5.6
FL 7
1 0146
1 5.71
TC
1 0147
1 5.6
FL 7
1 0148
1 5.67
0 C
1 0149
1 5.6
0 C
7 1 0150
1 5.73 B SW
1 0151
1 5.7 B
3 SW FL
1 0152
1 5.73 B SW FL
1 0153
1 5.73 B SW FL AP 1 0154
1 5.7
TC
8 1 01
1 5
5.7 FL 3
1 0156
1 5
T
.7 C
1 0157
1 5.7
TC
8 1 0158
1 5.73
FL
1 0159
1 5.7
TC
9AP
1 0160
1 5.80
TC AP
1 0161
1 5.73
FL
1 0162
1 5.7
TC
8 1 0163
1 5.78
TC 1 0164
1 5.7
FL 4
1 0165
1 5 G
.7RATE
1 01
1 6
5.7 G
8 RATE
1 0167
1 5.7 G
6 RATE
1 0168
1 5.7 G
5 RATE
1 0169
1 5.7 CU
2RB DRAIN
1 0170
1 5.7 CU
2RB DRAIN
1 0171
1 5
F
.7
L
1 0172
1 5.8
TC
1 1 0173
1 5.84
TC 1 0174
1 5.8
FL 0
1 0175
1 5.81
FL AP
1 0176
1 5.8
TC
6 1 01
1 7
5.8 B
2 SW
1 0178
1 5.8
FL 2AP
1 0179
1 5
T
.8 C AP
1 0180
1 5.78 P ARKING METER
1 0181
1 5
S
.7
IGN
1 0182
1 5.74
TC 1 0183
1 5.71
FL 1 0184
1 5.7
LI 0 P BEG
1 0185
1 5.7
LI 4 P
1 0186
1 5.7
FL 3
1 0187
1 5
TC
.7
1 01
1 8
5.7 LI 6 P
1 0189
1 5.7
FL 6
1 0190
1 5.8
TC
0 1 0191
1 5.83
TC 1 0192
1 5.80
FL
1 0193
1 5.8
FL 0
1 0194
1 5.8
LI 1 P BEG
1 0195
1 5.8
FL 1
1 0196
1 5.8
TC
4 1 0197
1 5.81
LINE LIP UNDERTIRE
1 0198
1 5.8 G
4 RATE
1 01
1 9
5.8 G
4 RATE
1 02
1 0
5.8 G
7 RATE @ FL
1 0201
1 5.86
FL
1 0202
1 5.9
TC
1 1 0203
1 5.83
1 6 TRE
1 0204
1 5.8 P A
3RKING METER
1 0205
1 5.7 WM
9 1 0206
1 5.75
1 0 TRE
1 0207
1 5.8 WM
5 1 0208
1 5.8 WM
6 1 0209
1 5.9
1 0
6 TRE
1 0210
1 5.9 P A
1RKING METER
1 02
1 1
5.8 TC
7 1 0212
1 5.84
FL
1 0213
1 5.8
FL 9
1 0214
1 5.9
TC
4 1 0215
1 5.8 P
9 P
1 0216
1 5.8
TC
9 1 0217
1 5.8
FL 5
1 0218
1 5.8
LIP
5BEG
1 0219
1 5.86
0 C
1 02 0
1 5.8
LI 6 P
1 02 1
1 5.8
LI 9 P
1 02
1 5
0 .8 C
1 02 3
1 5.93
TC 1 02 4
1 5.89
FL 1 02 5
1 5.8
LI 9 P
1 02 6
1 5.9 P A
4RKING METER
1 02 7
1 5.95 P P
WM
2 0
0 1
.0
set pc
2 0
0 2
.0
set pc
2 03
0 .0
set pc
2 04
0 .0
set pc
LOT 1
LOT 2
LOT 3
LOT 4
LOT 5
BLOCK
9 TOWN
OF SAN
LUIS OBISPO
A-MB-168
02 5
200
200
203
20 19
0 5
190
188
188
91 0
91 2
195
195
195
190
091
191
191
190
190
190
191
191
192 193
191
200
200
196
197
198
201
200
201
199
193 190
981 1 09
192
3 5
1 9
6.0 p
4 kg mtr
3 6
1 0
5 p
.9
kg mtr
3 61
1 5
9 .9
tree 5drip
3 6
1 2
6.0 co
1nc cnr
3 64
1 5.9 co
5nc cnr
3 6
1 5
5.9 wm
5 3 6
1 8
5.9 s m
0h
3 69
1 5.8 pp
6 3 70
1 5.86
1 4 palm
3 71
1 5.76
1 4 palm
3 72
1 5.7
1 0
4 palm
3 73
1 5
1 .6
4 palm
3 74
1 5.6 pp
3 3 75
1 5.6 pp
3 3 7
1 6
5.6 fh
2 3 7
1 5.6 w
0 v
3 78
1 5.6 w
3 v
3 79
1 5.6 w
4 v
3 8
1 0
5.6 cn
4 rtrnsfmr
3 81
1 5.6 cn
4 rtrnsfmr
3 8
1 2
5.6 cn
4 rtrnsfmr
3 83
1 5.6
s m
8h
3 84
1 5.6
s m
8h
3 8
1 5
5.7 co
1mm mh
4 05
1 5.9
st 0
sign
4 06
1 5.9 b
0 sw
4 07
1 5.8 gu
7 y
4 08
1 5.8 pp
7 4 09
1 5.8 pp
7 4 10
1 5 e
.8 p dw bsw
4 1
1 5.8 ep
6dw bsw
4 1
1 2
5.8 p
3 kg mtr
4 13
1 5.8 p
1 kg mtr
4 14
1 5.8 co
3nc cnr
4 15
1 5.8 co
2nc cnr
4 1
1 6
5.8 ep
0dw bsw
4 17
1 5.7 ep
8dw bsw
4 18
1 5.7 p
6 kg mtr
4 19
1 5 c
.7 onc cnr
4 20
1 5 c
.7 onc cnr
4 21
1 5.7 p
3 kg mtr
4 2
1 5.7 p
2 kg mtr
4 23
1 5.7 p
2 4 24
1 5.7 gm
1cnr
4 2
1 5
5.7 gm
1cnr
4 2
1 6
5.7 gm
0cnr
4 27
1 5.7 wm
0 4 28
1 5.6 co
9nc cnr
4 29
1 5.6 co
9nc cnr
4 30
1 5.6 co
9nc cnr bs w
4 31
1 5.6 co
9nc cnr bs w
4 32
1 5.6 co
7nc cnr
4 3
1 5.6 co
7nc cnr bs w
4 3
1 4
5 s
.6 co
4 35
1 5.6 bs 4 w
4 36
1 5.6
st 4
sign
4 3
1 7
5.7 1
1 0 tre 10drip
4 38
1 5.7 p
2 kg mtr
4 39
1 5.7 co
2nc cnr
4 4
1 0
5.7 co
2nc cnr
4 41
1 5.7 p
4 kg mtr
4 4
1 2
5 p
.7
kg mtr
4 43
1 5 c
.7 onc cnr
4 4
1 5.7 p
9 kg mtr
4 4
1 5
5.7 1
9 0 tre 10drip
4 46
1 5.8
1 1
0 tre 10drip
4 47
1 5.8
8 1
tree 5drip
4 48
1 5.8 co
3nc cnr
4 51
1 5.9 cl 6
3'hedge
4 59
1 5.8 c
3 l 24"drn
4 72
1 5.8 p
6 kg mtr
4 73
1 5.8
7 7
tree 5drip
4 74
1 5.8 co
6nc cnr
4 75
1 5.8 co
6nc cnr
4 7
1 6
5.8 wm
5 4 7
1 5.8 wm
4 4 7
1 8
5.8 p
3 kg mtr
4 79
1 5.8 p
0 kg mtr
4 80
1 5.7
7 8
tree 5drip
4 8
1 1
5.7 wm
8 4 8
1 2
5 p
.7
kg mtr
4 83
1 5
s
.7
t sign
4 84
1 5.7
8 3
tree 10drip
4 85
1 5.7 co
4nc cnr
4 86
1 5.7 co
1nc cnr
5 1
1 5.8
sb
6 c
5 1
1 5
5.6 u
8 sa gas t
5 16
1 5.6 u
5 sa gas t
5 17
1 5.6 u
2 sa gas t
5 18
1 5.6 us 7 a gas
5 19
1 5.8 co
7nc cnr
5 2
1 0
5 c
.8 onc cnr
5 21
1 5.9 pg
0ebox
5 30
1 6.0 pp
6 5 31
1 6.1 gu
0 y
5 4
1 0
6 .0 cc
7 tv box
5 41
1 6.0 pa
7cbel l vlt cnr
5 42
1 6.0 pa
6cbel l vlt cnr
5 43
1 6.0 pa
5cbel l vlt cnr
5 4
1 6.0 wm
4 5 45
1 6.0 p
5 kg mtr
5 4
1 6
6p
.0
kg mtr
5 47
1 5.9 p
6 kg mtr
5 48
1 5.9 pk 2 g mtr
5 49
1 5.9
te
7 lmh
5 50
1 6
te
.0
lmh
5 51
1 5.9 co
5nc cnr
5 52
1 5.9 co
5nc cnr
5 5
1 3
5.9 5
3 " pvc riser
5 5
1 4
6 w
.0
v
5 56
1 5.9 oh
5 l ine
6 10
1 6
fn
.0c cnr
6 1
1 6.0 co
5nc cnr
6 12
1 6.0 co
6nc cnr eleclk r
6 8
1 1
5 s
.8
ign
6 93
1 6.0 cl 2
5'hedge
7 09
1 5.9 b
4 sw ep
7 54
1 6.0 b
2 ld cnr
7 5
1 6.0 b
6 ld cnr
7 5
1 6
6.0 s c
6o
7 57
1 6.0 b
7 ld cnr
7 5
1 8
6.0 b
8 ld cnr
7 63
1 6.0 p
6 kg mtr
7 65
1 6.0 co
5nc cnr
7 6
1 6.0 co
5nc cnr
7 67
1 6.0 p
4 kg mtr
7 68
1 6.0
4 2
tree 5drip
7 83
1 6.2 wm
6 7 8
1 6
7 89
1 6.4 pg
1 7 95
7 9
7 98
1 8 01
1 6.3 w
5 v
8 0
1 2
6 8 06
1 6.2
st 4
sign
8 17
1 6.1 d
7 rip
8 18
1 6.1 dr 3
ip
8 1
1 9
6.1 d
0 rip 9 96
1 6.4 w
3 v
9 9
1 7
6.0 u
2 sa gas t
9 98
1 6.1 u
4 sa sbc
9 9
1 6.1 u
4 sa pge
1 0
1 6.2 u
6 sa gas
1 0
1 1
6.3 p
2 kg mtr
1 0
1 2
6.4 pk 1 g mtr
1 0
1 3
6.3 u
7 sa gas t
1 0
1 4
6.5 p
0 kg mtr
1 0
1 5
6.5 wm
8 10
1 6
6.63 st lght box
1 0
1 7
6.6 st 4
rt lght
1 0
1 8
6.7 6
1 "metal id
1 0
1 9
6.7 p
3 kg mtr
1 01
1 0
6.6 wd
7pst 5x5
1 01
1 6.8 pk 1 g mtr
1 01
1 2
6 p
.8
kg mtr
1 01
1 3
6.9 wm
1 1 01
1 4
6.94 st sign
1 01
1 5
6.9 wm
3 1 01
1 6
6.97 s co
1 01
1 8
6.9 wm
2 1 01
1 9
6.9 w
2 v
1 02
1 1
6.8 sig
9n
1 02
1 6p
.8
kg mtr
1 02
1 3
6.8 p
4 kg mtr
1 02
1 7
6.7 fl
0 0 cdw
1 02
1 9
6.7 p
4 kg mtr
1 03
1 0
6.6 p
8 kg mtr
1 03
1 1
6.6 p
0 kg mtr
1 04
1 2
6.7 u
3 sa gas 1 04
1 04
1 6.7 us 6 a gas t
1 04
1 5
6.8 s m
5h
1 10
1 6
6.3 us 0 a gas t
1 10
1 7
6 u
.3
sa wtr
1 10
1 8
6.3 u
4 sa gas
1 10
1 9
6.5 u
8 sa wtr t
PP
UP
PP
PP
PP
PP PP
2 3
1 6.0
fd
5citymon 8043
2 4
1 5.8 bm
3dana 189.9
2 9
1 6.8
fd
4 lt tag l s23 91
3 0
1 5.9
fd
5citymon
3 3
1 7.0
fd
4 lt tag 218 07
3 4
1 7.1
fd
0 lt tag 218 07
3 5
1 5.6
1 8
/2" rbr21 807
3 6
1 5.6
1 8
/2" rbr21 807
3 9
1 5.6
1 8
/2" rbr21 807
4 0
1 5.6
1 8
/2" rbr21 807
4 1
1 5.6
1 8
/2" rbr21 807
4 2
1 5.6
1 8
/2" ip
T
T
TEL
T
1cp chis x
3bm dana 189.9
7 set chiseled x
1 9
set nl shiner
2 0
set nl shiner
2 1
set nl shiner
2 2
tcp
C
RANS 3 0
1 5.59
fl6 c1 8g
3 01
1 5.6 cl 0 hcr
3 02
1 5.6
fl
0 6 c1 8g
3 03
1 5.7
fl
6 6 c
3 04
1 5
f
.6
l6 c
3 05
1 5.6
fl
9 6 c
3 06
1 5.7
fl
3 6 c
307
1 5.7
fl
6 6 c
3 08
1 5.80
fl6 c
3 09
1 5.8
fl
6 6 c
3 10
1 5.9
fl
2 6 c
3 1
1 5
f
.9
l6 c
3 12
1 6
f
.1
l6 c
3 13
1 6.0
fl
1 0 cdw
3 14
1 6.10
fl0 cdw
3 1
1 5
6.0 fl
2 0 cdw
3 16
1 6
f
.0
l6 c
3 17
1 5.9
fl
4 6 c
3 1
1 8
5.9 fl
0 6 c
3 19
1 5.9
fl
0 0 cdw
3 20
1 5.8
fl
4 0 cdw
3 2
1 1
5.8 fl
3 6 c
3 2
1 5.8
fl
0 6 c
3 23
1 5.80
fl0 cdw
3 24
1 5.7
fl
9 0 cdw
3 25
1 5.7
fl
8 6 c
3 26
1 5.7
fl
4 6 c
3 27
1 5.7
fl
1 6 c
3 2
1 8
5.7 fl
3 6 c1 8g
3 29
1 5.6
fl
8 6 c1 8g end
3 30
1 5.6
fl
7 6 c1 8g end
3 31
1 5
f
.6
l6 c1 8g bcr
3 32
1 5 c
.6
l hcr
3 3
1 5.6
fl
7 6 c1 8g ecr
3 34
1 5.6
fl
7 6 c1 8g end
3 35
1 5.6
fl
9 6 c1 8g
3 3
1 6
5.7 c
1 l 16 drain
3 37
1 5.7
fl
5 6 c1 8g end
3 38
1 5.7
fl
9 6 c
3 39
1 5. 8
fl
5 6 cbcr
3 40
1 5.8 cl 7 hcr
3 41
1 5.8
fl
5 6 cbcr
3 4
1 2
5.8 fl
3 6 c
3 43
1 5.8
fl
2 0 cdw
3 4
1 5.8
fl
1 0 cdw
3 45
1 5.8
fl
0 6 c
346
1 5.7
fl
5 6 c
3 47
1 5.7
fl
5 0 cdw
3 4
1 8
5.7 fl
3 0 cdw
3 49
1 5.7
fl
3 6 c
3 5
1 0
5.6 fl
8 6 c
3 51
1 5
f
.6
l6 c
3 52
1 5.6
fl
4 0 cdw
3 53
1 5.63
fl6 c
3 54
1 5.6
fl
3 6 c
3 5
1 5.63
fl0 cdw
3 56
1 5.61
fl0 cdw
3 5
1 7
5.6 fl
1 6 c
3 58
1 5.5
fl
9 6 c
3 6
1 5 c
.9 onc cnr
3 6
1 7
5.9 co
7nc cnr
3 86
1 5.8 c
0 l 24 drain
3 87
1 6.0 crn
6 3 8
1 6c
.0
rn
3 8
1 9
5.9 c
3 rn
3 90
1 5.8 c
7 rn
3 91
1 5.8 crn
3 3 92
1 5.8 crn
0 3 93
1 5c
.7
rn
3 9
1 4
5.7 c
3 rn
3 95
1 5.6 crn
8 3 96
1 5.6 ac
5 fl
3 9
1 7
5.6 ac
3 fl
3 98
1 5.6 c
5 rn
3 9
1 5.6 c
7 rn
4 0
1 5.6 c
9 rn
4 01
1 5.7 c
2 rn
4 0
1 2
5.7 c
5 rn
4 03
1 5.8 crn
0 4 04
1 5.8 c
4 rn
4 49
1 5.9 co
5nc cnr dw
4 5
1 0
5.9 co
4nc cnr
4 52
1 5.9 ep
3ap
4 53
1 5.8 ep
9ap bs w
4 54
15 e
.8 p ap
4 5
1 5.8 ep
6ap
4 5
1 6
5.8 ep
7ap
4 57
1 5.8 ep
7ap
4 58
1 5 e
.8 p ap bs w
4 60
1 5.8
fl
6 6 ccor
4 61
1 5.8
fl
1 6 c
4 6
1 2
5.7 fl
6 6 c
4 6
1 3
5.7 fl
3 6 ccor/ep
4 64
1 5.7
fl
2 6 ccor/ep
4 6
1 5
5.7 fl
2 6 cbc
4 6
1 5.7
fl
2 6 c
4 67
1 5.7
fl
2 6 cec
4 68
1 5.7
f l
8 6 c
4 69
1 5.8
fl
0 6 ccor/ep
4 70
1 5.8
fl
1 6 ccor/ep
4 71
1 5.86
fl6 c
4 87
1 5.8 c
6 v
4 8
1 5.84
icv
4 89
1 5.8
ic
4 v
4 90
1 5.8
ic
4 v
4 91
1 5.9
7 0
tree 5drip
4 9
1 2
5.8 fl
4 6 ccor
4 93
1 5.7 c
4 l 24 drain
4 9
1 4
5.7 fl
9 6 ccor
4 95
1 5.79
fl6 ccor 4 9
1 6
5.8 8
6 palm
4 97
1 5.8 eg
7 4 9
1 8
5.8 5
6 tree 3drip
4 9
1 5.7
fl
9 6 ccor
5 0
1 5.8
st 3
sign
5 01
1 5.8
st 3
sign
5 02
1 5.8
1 7
0 palm 10
5 03
1 5.91
1 0 palm 10
5 04
1 5.9 eg
2 5 05
1 5.8 p
1 kg mtr
5 06
1 5.8 p
3 kg mtr
5 07
1 5.8
fl
5 6 ccor
5 0
1 8
5.8 fl
4 6 cec
5 0
1 9
5.8 fl
4 6 cpoc
5 1
1 0
5.8 fl
5 6 cbc
5 12
1 5.9 ph
1one ped
5 13
1 5.81
sbc ap
5 14
1 5.8 u
4 sa gas
5 2
1 5.9
fl
1 6 cenddw
5 23
1 5.9
st 6
l box
5 24
1 5.9
fw
2cnr 4.0
5 2
1 5
5.8 fl
4 6 c1 8g
5 26
1 5.8
fl
5 0 cdw
5 2
1 7
5.8 fl
7 0 cdw
5 28
1 5
f
.8
l6 c1 8g
5 29
1 5.98
fl6 c1 8g end
5 32
1 6.0
fl
7 6 cbc
5 3
1 6.0
fl
9 6 c1 8g
5 34
1 6
f
.1
l6 c1 8g ec
5 35
1 6.1
fl
2 6 c1 8g
5 36
1 6.1
fw
3bc1 .2
5 37
1 6.0
fw
8 2.0
5 3
1 8
6.0 fw
2 2.7
5 39
1 6.07
*guy
5 5
1 7
5.8 fl
5 6 cbc
5 5
1 8
5.8 fl
9 6 c
5 5
1 9
5.9 c
2 l hcr
5 60
1 5.9
fl
4 6 c
5 61
1 6.0 ga
9 r cnr
5 62
1 6.0 ga
9 r cnr
5 63
1 6.0 ga
8 r cnr
5 64
1 6.0 ce
7 5 65
1 6.0
fw
7cnr 3.5
5 6
1 6.0
fw
6cnr 3.5
5 6
1 7
6 t
.3 op step
5 68
1 5.9
fw
5 0 end
5 69
1 6.01
fw 1
5 70
1 6.06
fw 1
5 71
1 6.1
fw
6 1.7
5 72
1 6.2
fw
7 1.7
5 73
1 6.43
fw 1.1 cnr
5 74
1 6.3
fl
8 6 ccnr
5 7
1 5
6.3 fl
4 6 cb
5 7
c
1 6
6 f
.3
l6 cpoc
5 7
1 6
f
.3
l6 cec
5 78
1 6
f
.3
l6 c
5 79
1 6.2
fl
0 6 ccnr
5 80
1 6.14
fl6 cbc
5 8
1 1
6.1 fl
3 6 cpoc
5 82
1 6.12
fl6 cec
5 8
1 3
6.1 fl
7 6 ccnr
5 84
1 6.0
fl
4 6 ccnr
5 85
1 5.98
fl6 cbc 5 86
1 5.9
fl
7 6 cpoc
5 8
1 7
5.9 fl
8 6 cec
5 8
1 6.01
fl6 ccnr
5 89
1 5.98
fl6 ccnr
5 90
1 5.92
fl6 c
5 91
1 5.8 cl 7
18 drain
5 92
1 5.9
fl
1 6 c
5 9
1 3
5.8 fl
7 6 ccnr 5 94
1 5.8
sb
4 c paint
5 95
1 6.5 pp
0 5 96
1 6.5 p
4 kg mtr
5 97
1 6.5
fn
4 c cnr
5 98
1 6.4 p
7 kg mtr
5 9
1 6.4
sig
0n
6 0
1 6.4
4 1
tree 5drip
6 0
1 1
6.3 gu
5 y
6 02
1 6.2
3 9
tree 3drip
6 03
1 6.4
fn
1 c
6 04
1 6.2 pk 9g mtr
6 05
1 6.2 p
3 kg mtr
6 0
1 6
6.1 p
3 kg mtr
6 07
1 6.0 p
7 kg mtr
6 08
1 6.3 ga
2 r cnr fnc
6 09
1 6.2
fn
4 c cnr 6 1
1 3
6.0 4
3 tree 5drip
6 14
1 6.0
4 1
tree 5drip
6 15
1 5.9
6 6
tree 5drip
6 1
1 6
5.8 sig
9n
6 17
1 6.0
1 3
0tre 10drip
6 1
1 8
6.1 fl
7 6 ccnr
6 1
1 9
6.0 fl
9 6 cbc
6 2
1 0
6.0 fl
6 6 cpoc
6 21
1 6.0
fl
4 6 cec
6 2
1 5.94
fl6 cbc
6 23
1 5.91
fl6 cpoc
6 2
1 4
5.8 fl
9 6 cec
6 2
1 5
5.8 fl
5 6 cbc
6 26
1 5.8
fl
5 6 cpoc
6 28
1 5.8
fl
5 6 cec
6 29
1 5.8
fl
7 6 ccnr
6 30
1 5.8 pk 7 g mtr
6 31
1 5.9 p
1 kg mtr
6 3
1 2
5.9 p
5 kg mtr
6 3
1 5 p
.9
kg mtr
6 34
1 5.9
fl
4 6 c
6 35
1 6.01
fl6 ccnr
6 3
1 6
6.0 fl
1 6 cbc
6 3
1 7
6.0 fl
1 6 cpoc
6 3
1 8
6.0 fl
2 6 cec
6 39
1 6.0
sig
5n
6 40
1 6.0
3 5
tree 3drip
6 41
1 6.0 pk 9 g mtr
6 42
1 6.1
fl
5 6 c
6 43
1 6
lp
.2
6 4
1 6.2 p
0 kg mtr
6 45
1 6.30
3 tree 3drip
6 4
1 6
6.2 fl
8 6 ccnr
6 4
1 7
6.2 fl
7 6 cbc
6 48
1 6.2
fl
6 6 cpoc
6 49
1 6.2
fl
6 6 cec
6 50
1 6.2
fl
7 6 ccnr
6 51
1 6.2 p
5 kg mtr
6 52
1 6.2 p
1 kg mtr
6 53
1 6.1 p
8 kg mtr
6 54
1 6.1 p
7 kg mtr
6 5
1 6.19
fl6 c
6 56
1 6
3 .1
tree 3drip
6 57
1 6.0
3 5
tree 3drip
6 58
1 6.0
st 2
rt lght
6 5
1 9
6.2 fl
6 6 60
1 6.3
fl
2 6 6
1 1
6.1 fl
7 6 62
1 6.0
fl
9 6 63
1 5.97
fl
6 6
1 4
6.0 gb
5 6 6
1 5
5.9 gb
3 6 6
1 5a
.8 c
6 67
1 5.8 ac
0 6 68
1 5.7 ac
5 6 69
1 5.8 ac
1 6 70
1 5.8 ac
7 6 71
1 5.9
3 6
tree 3drip
6 72
1 6
3 .0
tree 3drip
673
1 5.9
3 0
tree 3drip
6 74
1 5.8
fl
6 6 ccnr
6 75
1 5.9
fl
0 6 ccnr
6 7
1 6
5.8 fl
7 6 cbc
6 7
1 5.8
fl
9 6 cpoc
6 78
1 5.90
fl6 cec
6 79
1 5.8
fl
7 6 cap
6 80
1 5.8 p
9 kg mtr
6 82
1 6.0 b
9 ld cnr
6 8
1 3
5.9 ce
2 6 84
1 5.9
lp
2 6 85
1 6 b
.0
t m step
6 86
1 5 b
.9
t m step
6 8
1 7
6 t
.2 op step
6 8
1 6
t
.2 op( 5)step
6 89
1 6.0 cn
3 rporch
6 90
1 6.0 cn
4 rporch 6 91
1 6.2
f 5
6 92
1 6.0 bld
9cnr
6 9
1 4
6.0 bs 5 w ep
6 95
1 5.9
fl
5 4 cend
6 96
1 5.9
fl
6 4 cap
6 97
1 6.03
fl4 cap
6 98
1 6.17
fl4 cap
6 9
1 6b
.2
ld cnr 7 0
1 6
f
.2
l4 ce nd
7 02
1 6.0 ce
6 7 03
1 6.1 ce
9 7 04
1 6.2 ce
4 7 05
1 6.2 b
9 ld cnr
7 07
1 6.0
s c
9o
7 0
1 8
6.0 gm
5 7 10
1 6.0 ep
7 7 1
1 6.2 ep
9 7 12
1 6.4 ep
9end di ke
7 13
1 6.5 ac
0di ke ec
7 14
1 6.0 ac
2 7 15
1 6.2 ac
6 7 16
1 6.4 ac
9 7 17
1 6.36
fl6 ccnr 7 18
1 6.3 p
5 kg mtr
7 19
1 6.3 eg
4 7 20
1 6.5 eg
3 7 21
1 6.4 eg
1 7 2
1 6.3 eg
2 7 23
1 6.3 ga
8 r cnr
7 24
1 6.4 c
0 l 2'st one
7 25
1 6.40
stone cnr
7 26
1 6.3
sto
5ne cnr
7 27
1 6.4 c
0 l 2'st one 7 28
1 6.3 co
9nc cnr 7 2
1 9
6.4 to
0 p stair
7 30
1 6.40
top stair 7 31
1 6.4 ce
0 7 32
1 6.4 ce
1brick
7 3
1 6 c
.4 e brick
7 34
1 6 c
.4 e brick 7 3
1 5
6 c
.4 e brick
7 36
1 6 c
.4 e
7 37
1 6.4 co
1nc ap
7 38
1 6.2
sta
4 ir
7 39
1 6.25
stair
7 40
1 6.2 co
6nc cnr 74
1 1
6.2 b
6 ld conc cnr
7 42
1 6.2 co
6nc cnr
7 4
1 3
6.2 ce
9 7 4
1 6.2 ce
5 7 45
1 6.2 b
8 ld cnr
7 46
1 6 e
.2 g
7 47
1 6.1 ep
8 7 48
1 6.4 ep
2 7 49
1 6.6 ep
4 7 5
1 0
6.3 fw
1 3.5
7 5
1 1
6.3 fw
2 3.5 end
7 52
1 6.1 eg
7 7 53
1 5.9
fl
6 6 c1 8g ec
7 6
1 4
6 f
.0
l6 c1 8g
7 69
1 6
f
.0
l6 c 1 8g
7 7
1 0
5.9 fl
8 6 c1 8g
7 7
1 1
5.9 c
7 l hcr
7 7
1 6.1 c
3 l hcr
7 7
1 8
6.1 fl
4 6 c1 8g ecr
7 85
1 6
f
.2
l6 c
7 9
1 6.41
fl6 c
8 0
1 6.3
fl
4 6 c
8 0
1 4
6.1 fl
3 6 c1 8g bcr
8 05
1 6.2
fl
1 6 cec
8 07
1 6.1
fl
6 6 c
8 08
1 6.1 c
9 l btmstrs 6'
8 09
1 6.3 c
7 l top(4)strs 6'
8 10
1 6.1
fw
8 1 end
8 1
1 6.1
fw
9 1 end 8 12
1 6.2
fw
1poc
8 13
1 6.2
fw
3poc
8 1
1 4
6.2 fw
5poc
8 1
1 5
6.2 fw
6poc
8 1
1 6
6.4 2
0 6tre
8 20
1 6.3 b
4 ld cnr 8 21
1 6.3 b
5 ld cnr
8 2
1 6.3 b
2 ld cnr
8 2
1 3
6.2 eg
9 8 24
1 6.3 b
1 ld cnr
8 25
1 6.3 cl 1 end 2'st one
8 26
1 6.3 cl 2 ap 2' st one
8 2
1 7
6.3 c
7 l 2'st one
8 2
1 8
6.3 po
7poutcnr
8 29
1 6.4 ce
0brick
8 30
1 6.4 ce
1brick
8 3
1 1
6 c
.3 e brickcor
8 32
1 6.3 ce
4 8 3
1 6.3 co
2nc ap
8 34
1 6.3 co
2nc ap
8 35
1 6.2 eg
9 8 3
1 6
6.4 1
1 0tre 12drip
8 3
1 7
6.0 c
1 rn
8 38
1 6.0 crn
7 8 39
1 6c
.1
rn
8 4
1 0
6.1 c
0 rn
8 42
1 6.1 crn
9 8 43
1 6.2 c
9 rn
8 4
1 5.9 crn
0 8 45
1 6.4
fn
7 c cnr
8 46
1 6.5
fla
8c dike
8 47
1 6.5
fn
7 c
8 48
1 6
f
.6 nc
8 4
1 9
6.6 fla
8c dike
8 50
1 6.73
flac dike
8 51
1 6.7
fn
2 c cnr
8 52
1 6.8
fn
4 c cnr ep
8 53
1 6.35
fw 8" end 2.0
8 5
1 4
6.3 co
5nc cnr
8 5
1 6.3
fw
6cnr 3.4
8 56
1 6.3
fw
5cnr 3.4
8 5
1 7
6.3 fw
5cnr 4.0
8 58
1 6.3 b
4 ld cnr
8 59
1 6 b
.3
ld cnr gate
8 6
1 0
6.3 fn
7 ccnr/perp t o fnc
8 61
8 62
1 6.6 b
9 ld ovrhng
8 63
1 6.7 ep
5ap
8 6
1 4
6.7 b
9 ld ovrhng
8 65
1 6.8 pp
6 8 6
8 67
1 6.8 b
0 ld cnr
8 68
1 6.84
1 8tre /leansi nto pkgl
8 69
1 6.8 d
4 rip
8 70
1 6.7 dr 6
ip
8 71
1 6.7 dr 2
ip
8 72
1 6 d
.7
rip
8 73
1 6.6 ac
2 8 74
1 6.6 ac
4 8 75
1 6.8 ac
5 8 76
1 6.9 ac
0 8 7
1 7.0 ac
1 8 78
1 7.0 ac
7 8 7
1 9
7 f
.1 nc cnr ep cnr
8 8
1 0
6.8 p
4 kg mtr
8 8
1 1
6.8 p
3 kg mtr
8 82
1 6.8 pk 0 g mtr
8 83
1 6.7 pk 8 g mtr
8 1
4 6.7 p
2 kg mtr
8 85
1 6.7 p
5 kg mtr
8 6
1 6.6 p
5 kg mtr
8 87
1 6.7 pk 4 g mtr
8 8
1 6.8 p
0 kg mtr
8 89
1 6.9 p
4 kg mtr
8 9
1 0
6.9 p
5 kg mtr
8 9
1 1
7.0 p
2 kg mtr
8 92
1 7.0 p
5 kg mtr
8 93
1 7.0 p
8 kg mtr
8 9
1 4
7.0 p
9 kg mtr
8 95
1 7.0 p
1 kg mtr
8 96
1 7.0 p
1 kg mtr
8 9
1 7
7.0 p
1 kg mtr
8 98
1 7.0 p
2 kg mtr
8 9
1 7.0 p
3 kg mtr
9 0
1 7.0 pk 2 g mtr 9 01
1 7.0 pp
4 9 02
1 7.0
fn
4 c cnr
1 6.9 bl 3 d cnr fw 8.2
9 0
1 4
7.0 *b
6 ldovr hng
9 05
1 6.96
fw cnr 7.8
9 0
1 6
7.0 fw
4 /4.1 toend
9 07
1 7
f
.1 nc ep
9 08
1 7.0
fl
3 6 cc nr
9 09
1 6
f
.9
l6 ccnr
9 10
1 6
f
.9
l6 ccnr
9 1
1 7.0
fl
3 6 ccnr
9 12
1 7.0
4 1
tree 5drip
9 13
1 6
f
.5
lac dike end 9 14
1 6.5
fla
7c dike end
9 1
1 5
6 f
.7
lac dike
9 16
1 6
f
.7
lac dike
9 17
1 6.8
fla
3c dike end
9 18
1 6.8
fla
5c dike end
9 1
1 9
6.8 ep
9cnr
9 20
1 6.9 ep
5cnr
9 21
1 6.8
1 9
0oak 8drip
9 2
1 6.9
fla
2c dike end
9 23
1 6.9
fla
1c dike end
9 24
1 7
f
.0
lac dik e end 9 25
1 6.9
fla
8c dike end
9 26
1 7 e
.0 p ap brick
9 27
1 7 e
.0 p ap brick
9 2
1 8
6 e
.9 p ap brick
9 2
1 9
6 b
.9
rick
9 30
1 6 e
.9 p cnr
9 31
1 7.0 ep
5cnr ce
9 32
1 7.0 ep
6cnr ce
9 3
1 7 c
.1 onc cnr
9 34
1 7.1 co
0nc cnr
9 3
1 5
7.0 2
4 0tre 10drip
9 36
1 6
f
.9 nc end
9 37
1 7
s
.0
ign
9 38
1 6.9
fn
3 c
9 39
1 6.8
fn
0 c
9 40
1 6.6
fn
9 c
9 41
1 6.7
sig
2n
9 42
1 6 b
.7
ld cnr con dw
9 4
1 3
6.8 b
7 ld cnr
9 4
1 6.7
fw
8 2.0
9 4
1 5
6.7 fw
6 2.0 conc cnr
9 46
1 6.7 co
6nc cnr
9 4
1 7
6 s
.7 co
9 48
1 6 b
.7
ld cnr
9 49
1 6.7
1 0
8 pepper 15drip
9 5
1 0
6.6 eg
3 9 51
1 6 e
.5 g
9 5
1 2
6.4 eg
7 9 5
1 3
6.6 eg
0 9 54
1 6.7 br 3
ick cnr
9 5
1 6.7 co
3nc ap
9 56
1 6.7 co
5nc cnr
9 57
1 6.7 ce
5 9 58
1 6.7 br 3
ick
9 59
1 6.7 b
2 rick ap
9 60
1 6.6 b
3 rick ap
9 6
1 1
6.6 b
2 rick ap
9 6
1 2
6.6 b
2 rick ap
9 63
1 6.6 br 3
ick ap
9 64
1 6.7 bld
1cnr
9 65
1 6.54
6 0pine 15drip
9 6
1 6 h
.5
s bib
9 67
1 6.9
fw
8 2.5
9 68
1 6.9
fw
7cnr 2.5
9 69
1 6.96
fw 1.5
9 7
1 0
6.8 fw
7cnr 2.0 9 7
1 1
6 c
.8
l st r4.8
9 72
1 7.0 cl 4
st r4.8
9 73
1 7.0
fw
5end 0
9 74
1 7.0
fw
4end 0
9 75
1 7.09
1 0tre 10drip
9 76
1 7.0
1 1
0tre 10drip
9 7
1 6.9 gb
3ce
9 78
1 6.93
fw end 0.6
9 79
1 6.72
fw cnr 2.6
9 80
1 6.8
fw
6 8/cnr 2.0
9 8
1 1
6.9 fl
2 6 c
9 82
1 6.9
fl
1 0 cdw
9 83
1 6.8
fl
9 0 cdw
9 84
1 6.89
fl8 c
9 85
1 6.8
fl
1 6 c
9 8
1 6
6 f
.6
l6 c
9 8
1 7
6.6 fl
5 0 c
9 8
1 6.6
fl
2 0 c
9 89
1 6.62
fl6 c
9 9
1 0
6.5 fl
7 6 c
9 91
1 6
f
.5
l0 cdw
9 92
1 6.5
fl
4 0 cdw
9 9
1 3
6.5 fl
3 6 c
9 94
1 6.4
fl
2 6 c
9 95
1 6.2
fl
8 6 c
1 02
1 0
6.8 fl6
7c
1 02
1 4
6.8 fl
2 6 c
1 02
1 5
6.74 fl6 c
1 02
1 6
6.73 fl0 cdw
1 02
1 8
6.7 fl
0 6 c
1 03
1 2
6.61 fl6 c
1 03
1 6.4
fl
8 6 c
1 04
1 6
6.9 c
4 rn
1 04
1 7
6.8 c
7 rn
1 04
1 8
6.7 1
crn
4 04
1 9
6.5 c
9 rn
1 05
1 0
6.4 c
2 rn
1 05
1 1
6.2 fw
6 1.0
1 05
1 2
6 f
.3 w cnr 1.0
1 05
1 3
6.3 fw
6end c onc cnr
1 05
1 4
6.3 fw
7end conc cnr
1 05
1 6.3
fw
6 1.0 cnr
1 05
1 6
6.4 fw
0 1.0
1 05
1 7
6.53 fw 1.0 cnr
1 05
1 8
6.5 fw
4 1.0 cnr
1 05
1 9
6.6 fw
0 1.0 end
1 06
1 0
6.6 fw
3 3.0 cnr
1 06
1 1
6.6 fw
9 2.7 cnr
1 06
1 2
6.9 fw
3 1.0 end
1 06
1 3
6.9 3
3 tree 5drip
1 06
1 4
6.6 ce
3 1 06
1 5
6.6 s c
1o
1 06
1 6.6 co
0nc cnr
1 06
1 7
6.5 c
4 l 3.6 str
1 06
1 8
6.7 c
4 l 3.6 str-brick
1 06
1 9
6.7 cl 9
3.6 walk
1 07
1 0
6.7 po
5 rch cnr
1 07
1 1
6.7 b
6 ld cnr
1 07
1 3
6.6 b
7 ld cnr
1 07
1 4
6.5 fw
3 1.5
1 07
1 5
6.4 fn
7 c end
1 07
1 6
6.5 fn
4 c
1 07
1 6.7 eg
4 1 07
1 8
6.6 eg
5 1 07
1 9
6.7 eg
0 1 08
1 0
6.7 eg
6 1 08
1 1
6.7 eg
5 1 08
1 2
6.7 eg
0 1 08
1 3
6.7 dw
2 1 08
1 4
6.6 dw
4 1 08
1 5
6.4 eg
1 1 08
1 6
6.4 fn
1 c end
1 08
1 7
6.38 fnc end
1 08
1 6.5
1 2
4tre 10drip
1 08
1 9
6.4 bld
9cnr
1 09
1 0
6.4 1
9 x1 grate
1 09
1 1
6.4 b
9 ld cnr
1 09
1 2
6.4 po
7 rch cnr
1 09
1 3
6.4 bld
6cnr
1 09
1 4
6.4 b
5 ld pop cnr
1 09
1 5
6.4 bld
5pop cnr
1 09
1 6
6.3 bld
9cnr
1 09
1 7
6.4 po
1 rch cnr
1 09
1 8
6.4 o
7 vrhang cnr
1 0
1 9
6.4 c
9 l 3.5 wlk bc
1 10
1 6.4 c
8 l 3.5 wlk poc
1 10
1 1
6.4 c
6 l 3.5 wlk ec
1 10
1 2
6.4 cl 1
3.5 wlk
1 10
1 3
6.4 2
1 4tre 15drip
1 10
1 4
6.4 eg
2 1 10
1 5
6.3 eg
6 1 1
1 0
6.4 bld
5cnr
1 1
1 6.4
2 7
0tre 10drip
1 1
1 2
6.41 8 pine5 drip
1 1
1 4
6.4 ce
5 1 1
1 5
6.4 ce
6 1 1
1 6
6.4 po
5 rch cnr ce
1 1
1 7
6.4 b
8 ld cnr
1 1
1 8
6.4 c
7 l 2'st one
1 1
1 9
6.4 c
9 l 2'st one ap
1 12
1 0
6.4 bld
7cnr
1 12
1 1
6.46 fw 1.5 end
1 1
1 2
6.6 b
3 ld cnr
1 12
1 3
6.7 b
1 ld cnr
1 12
1 4
6 e
.7 dgbrick
1 12
1 5
6.7 st 1
r
1 12
1 6
6.7 st 1
r
1 12
1 7
6.89 top str
1 12
1 8
6.8 to
9 p str
1 12
1 9
6.5 4
6 0pine 15drip
1 13
1 0
6.4 8 p
8 alm3drip
1 13
1 1
6.4 2
7 2tre 10drip
1 13
1 2
6 f
.3 nc t
1 13
1 6.4
fn
8 c
1 13
1 4
6.60 top step
1 13
1 5
6.6 to
0 p step
1 13
1 6
6.4 b
7 t m step
1 13
1 7
6.4 b
8 t mstep fnc end
1 13
1 8
6.70 1 8tre 10drip
1 13
1 9
6.6 m
1 etal pst
1 14
1 0
6.5 m
9 etal pst
1 14
1 1
6.3 w
9 tr htr popo ut
1 14
1 2
6.6 f 0
1 14
1 6.1 b
0 t m str
PALM STREET
NIPOMO STREET
DANA STREET
2 fd citymon 8043
9 fd lt tag l s23 91
1 1
fd citymon
1 6
fd lt tag 218 07
1 8
fd lt tag 218 07
1 0
1 2
5.6 co
8 .welmon.
1 0
1 3
5.6 co
8 .welmon.
1 0
1 4
5.6 co
8 .welmon.
1 10
1 5.6
1 8
/2" rbr21 807
1 1
1 5.6
1 8
/2" rbr21 807
1 1
1 4
5.6 1
8 /2" rbr21 807
1 15
1 5 1
.6
8 /2" rbr21 807
1 16
1 5.6
1 8
/2" rbr21 807
1 1
1 7
5.6 1
8 /2" ip
FW
FW
SSMH
RIM = 188.15'
INV = 178.1'
SSMH
RIM = 188.13'
INV = 179.4'
SSMH
RIM = 190.66'
INV = 182.8'
SSMH
RIM = 193.14'
INV = 178 5'
SSMH
RIM = 202.15'
INV = 191.44'
SSMH
RIM = 192.0'
W
W
W
SS
SS
SS
SD SD SD
SD
SD
SD
STOP
STOP
STOP
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MONTEREY STREET
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EXP. 12.31.2023
R E GIS T E R E D P RO F E S S IO NA L E NGINE E R
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N N3 :[ )7 127$33/,&$%/(
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EXP. 12.31.2023
R
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E R E D P RO F E S S IO NA L E NGIN
E
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C A L IFO RNIA O F E T AT S
G
STRUCT URAL
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$VLQGLFDWHG
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EXP. 12.31.2023
R
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E R E D P RO F E S S IO NA L E NGIN
E
E
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C A L IFO RNIA O F E T AT S
G
STRUCT URAL
ERARD MADDEN
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S 4603
EXP. 12.31.2023
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E R E D P RO F E S S IO NA L E NGIN
E
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C A L IFO RNIA O F E T AT S
G
STRUCT URAL
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S 4603
EXP. 12.31.2023
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E R E D P RO F E S S IO NA L E NGIN
E
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C A L IFO RNIA O F E T AT S
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STRUCT URAL
ERARD MADDEN
KSI
FOOTING
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INCLUDEINFORMATION
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OD
PI
L
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ANCHOR BOLTAMERICAN CONCRETE INSTITUTE
AB
LINEAL FOOTPOUND(S)LOW POINTLEVEL OR LAMINATED VENEER LUMBER
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MASMAXMATL
LVLLLVLLH
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WIDE FLANGE STEEL COLUMN
NUMBER OF EVENLY SPACED
STEEL HSS TUBE COLUMN
WELDED WIRE FABRICELEVATION OF WALL OR FRAMESLOPED SURFACE
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NORTH ARROWSLOPEFULL HEIGHT SECTION INDICATORDETAIL REFERENCE BUBBLE
BEAM CAMBER AT MID-SPANSPECIAL STUD SPACING SEE TYPICALDOUBLE ANGLE BRACE
STEEL IN CROSS SECTION
AMERICAN PLYWOOD ASSOCIATION)
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KIPS PER SQUARE INCH
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ANGLE BRACESHEAR STUDSSTEEL DETAILS
C1
S-101 SHEET INDEX, LEGEND & ABBREVIATIONS-102 GENERAL NOTES, SPECIAL INSPECTIONS & TESTSS-201 TYPICAL CONCRETE DETAILS
LSL LAMINATED STRAND LUMBER
INDICATES BEARING WOOD WALL BELOWINDICATES BEARING WOOD WALL ABOVE
INDICATES PLYWOOD SIDE FOR SHEARWALL
INDICATES NON-BEARING WOOD WALL BELOWINDICATES NON-BEARING WOOD WALL ABOVEINDICATES EXISTING BEARING WOOD WALL INDICATES EXISTING NON-BEARING WOOD WALL INDICATES EXISTING BEARING CONCRETE WALL
A & B ABOVE AND BELOW
RR ROOF RAFTER
-
SPA POST ABOVE
FTA FLOOR TIE ABOVE
KP KING POST
BOT OF
EL = (-X'-X")
BOTTOM STEPPED FOOTING
WOOD POST
X
XX'-X"
INDICATES SHEAR WALL TYPE AND LENGTH, PER SHEAR WALL SCHEDULE INDICATES HEADER @ OPENING PER HEADER SCHEDULEINDICATES SPAN AND DIRECTION OF PREFABRICATED ROOF TRUSS (BY OTHERS)INDICATES SPAN AND DIRECTION OF ROOF RAFTER OR FLOOR JOIST WITH WEB STIFFENER XXINDICATES BEARING WALLSHADED AREA INDICATES CALIFORNIA FRAMINGSHADED AREA INDICATES FOOTPRINT OF FLOOR ABOVEINDICATES SPAN AND DIRECTION OF ROOF RAFTER OR FLOOR JOIST XXINDICATES EXTENTS OF FRAMING OR OTHER STRUCTURAL ELEMENT
INDICATES TOP PLATE SPLICE NAILING PER SCHEDULE
INDICATES PAD FOOTING TYPE PER SCHEDULE
1x INDICATES SHEAR WALL STRAP / HOLDOWN TYPE PER SCHEDULE
WO WHERE OCCURS
ABV ABOVE
WALL TYPES
ABBREVIATIONS
KS KING STUD
TS TRIMMER STUD
F1
X
S-101 \\corp\rrm\on-site\0701\0720-02-UR19-Palm-Nipomo-Parking-Structure-(2019)\Structural\ConDocs\Sheet-Files\0720-02-UR19 - S101.dwg, S101, Apr 14, 2023 3:16pm, ALopez rrmdesign.com | (805) 543-1794
3765 S. Higuera, San Luis Obispo, CA 93401
REVISIONS
NO. DATE
DATE:DESIGN BY:DRAWN BY:
CHECKED BY:SCALESHEET NO:
watrydesign.com
San Jose, California
Irvine, California
CITY SPECIFICATION NO.
APPROVED BY:
PROJECT TITLE:
SHEET TITLE:
JOB NO.:
As indicated
CITY OF SAN LUIS OBISPO
KC
4/20/2023
SAN LUIS OBISPO, CA
CONSTRUCTION
DOCUMENTS
SKYSKY
KM
09-079 / 0720-02-UR19
CULTURAL ARTS DISTRICT PS
90435-2
GENERAL
S-102 \\corp\rrm\on-site\0701\0720-02-UR19-Palm-Nipomo-Parking-Structure-(2019)\Structural\ConDocs\Sheet-Files\0720-02-UR19 - S102.dwg, S102, Apr 14, 2023 3:16pm, ALopez rrmdesign.com | (805) 543-1794
3765 S. Higuera, San Luis Obispo, CA 93401
REVISIONS
NO. DATE
DATE:DESIGN BY:DRAWN BY:
CHECKED BY:SCALESHEET NO:
watrydesign.com
San Jose, California
Irvine, California
CITY SPECIFICATION NO.
APPROVED BY:
PROJECT TITLE:
SHEET TITLE:
JOB NO.:
As indicated
CITY OF SAN LUIS OBISPO
KC
4/20/2023
SAN LUIS OBISPO, CA
CONSTRUCTION
DOCUMENTS
SKYSKY
KM
09-079 / 0720-02-UR19
CULTURAL ARTS DISTRICT PS
90435-2
GENERAL
1. ALL WORK SHALL CONFORM TO THE MINIMUM STANDARDS OF THE FOLLOWING CODES AND STANDARDS:
A. 2022 CALIFORNIA BUILDING CODE, PART 2, VOLUME 2 OF 2, AND TITLE 24 C.C.R. 2022 EDITION AND LATEST REVISIONS (INCLUDING SUPPLEMENTS AND ERRATA) HEREIN REFERRED TO AS “THE CODE”.
B. ANY OTHER REGULATING AGENCIES WHICH HAVE AUTHORITY OVER ANY PORTION OF THE WORK, INCLUDING THE STATE OF CALIFORNIA DIVISION OF OCCUPATIONAL SAFETY AND HEALTH (CAL/OSHA).
C. CODES & STANDARDS REFERENCED IN THE CODE OR LISTED IN THESE NOTES AND SPECIFICATIONS.
2. ALL DRAWINGS ARE CONSIDERED TO BE A PART OF THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL
BE RESPONSIBLE FOR THE REVIEW AND COORDINATION OF ALL DRAWINGS AND SPECIFICATIONS PRIOR TO THE START OF CONSTRUCTION. ANY DISCREPANCIES THAT OCCUR SHALL BE BROUGHT TO THE ATTENTION OFTHE ARCHITECT PRIOR TO START OF CONSTRUCTION SO THAT A CLARIFICATION CAN BE ISSUED. ANY WORK
PERFORMED IN CONFLICT WITH THE CONTRACT DOCUMENTS OR ANY CODE REQUIREMENTS SHALL BE
CORRECTED BY THE CONTRACTOR AT THEIR OWN EXPENSE AND AT NO EXPENSE TO THE OWNER OR ARCHITECT.
3. NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS.
WHERE NO DETAILS ARE GIVEN, CONSTRUCTION SHALL BE AS SHOWN FOR SIMILAR WORK.
4. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO STARTING CONSTRUCTION. THE ARCHITECT SHALL BE NOTIFIED OF ANY DISCREPANCIES OR INCONSISTENCIES. IN NO INSTANCE SHALL DIMENSIONS BE SCALEDFROM THE DRAWINGS.
5. SEE ARCHITECTURAL DRAWINGS FOR THE FOLLOWING:
A. SIZE AND LOCATION OF ALL DOOR AND WINDOW OPENINGS, EXCEPT AS NOTED B. SIZE AND LOCATION OF ALL INTERIOR AND EXTERIOR NON-BEARING PARTITIONS UNLESS
NOTED AND/OR DETAILED ON THE STRUCTURAL DRAWINGS
C. SIZE AND LOCATION OF ALL CONCRETE CURBS, EQUIPMENT PADS, PITS, FLOOR DRAINS,
SLOPES, DEPRESSED AREAS, CHANGE IN LEVEL, CHAMFERS, GROOVES, INSERTS, ETC D. SIZE AND LOCATION OF ALL FLOOR AND ROOF OPENINGS EXCEPT AS SHOWNE. FLOOR AND ROOF FINISHESF. MISCELLANEOUS DRAINAGE AND WATERPROOFING G. ALL FIREPROOFING REQUIREMENTS INCLUDING FIREPROOFING OF STRUCTURAL STEEL H. DIMENSIONS NOT SHOWN ON STRUCTURAL DRAWINGS
6. SEE MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS FOR THE FOLLOWING:
A. PIPE RUNS, SLEEVES, HANGERS, TRENCHES, WALL AND SLAB OPENINGS, ETC., EXCEPT AS SHOWN OR NOTED.
B. ELECTRICAL CONDUIT RUNS, BOXES, OUTLETS IN WALLS AND SLABS.
C. CONCRETE INSERTS FOR ELECTRICAL, MECHANICAL OR PLUMBING FIXTURES.
D. SIZE AND LOCATION OF MACHINE OR EQUIPMENT BASES, ANCHOR BOLTS FOR MOTOR MOUNTS.
7. SEE CIVIL DRAWINGS FOR THE FOLLOWING:
A. HEIGHT AND/OR ELEVATION OF:
a. FINISHED SURFACE
b. TOP OF WALL
c. TOP OF GRADEd. FINISHED GRADE
e. SLOPE
B. SITE CONCRETE WALKWAYS, CURBS & PAVING
8. THE CONTRACT STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURESNECESSARY TO PROTECT THE STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUTNOT BE LIMITED TO, BRACING, SHORING FOR LOADS DUE TO CONSTRUCTION EQUIPMENT ETC. THE
CONTRACTOR IS RESPONSIBLE FOR PROVISION OF TEMPORARY SHORING AND OTHER CONSTRUCTION AIDS,
INCLUDING ALL ENGINEERING OF SUCH SYSTEMS, FOR TEMPORARY SUPPORT OF NEW AND/OR EXISTING
STRUCTURAL ELEMENTS AS REQUIRED FOR ERECTION AND OTHER CONTRACTOR'S MEANS AND METHODS OF CONSTRUCTION (UNO). OBSERVATION VISITS TO THE SITE BY THE STRUCTURAL ENGINEER SHALL NOT INCLUDE
INSPECTION OF THE ABOVE ITEMS OR CONCERN CONSTRUCTION MEANS AND METHODS OR CONSTRUCTION SAFETY.
9. BACKFILL SHALL NOT BE PLACED BEHIND EXTERIOR AND INTERIOR RETAINING WALLS UNTIL THE CONCRETE / CMU HAS ACHIEVED FULL DESIGN STRENGTH. FOR BRACED WALLS SUPPORTED BY STRUCTURAL DIAPHRAGMS.
BACKFILL SHALL NOT BE PLACED BEHIND THE WALL UNTIL THE DIAPHRAGM HAS BEEN INSTALLED , AND FOR CONCRETE DIAPHRAGMS, HAS ACHIEVED FULL DESIGN STRENGTH.
10. THE CONTRACT STRUCTURAL DRAWINGS SHOW THE BUILDING IN ITS FINAL INTENDED POSITION. CONTRACTOR SHALL MAKE PROVISIONS IN THE LAYOUT OF THE BUILDING TO TAKE INTO ACCOUNTS SHRINKAGE, CREEP,SHORTENING, ETC..
11. OPENINGS, POCKETS, ETC., LARGER THAN 6" SHALL NOT BE PLACED IN CONCRETE SLABS, DECKS, WALLS, UNLESS SPECIALLY DETAILED ON THE STRUCTURAL DRAWINGS. NOTIFY THE STRUCTURAL ENGINEER WHEN DRAWINGS BY OTHERS SHOW OPENINGS, POCKETS, ETC., LARGER THAN 6" NOT SHOWN ON THE STRUCTURALDRAWINGS, BUT WHICH ARE LOCATED IN STRUCTURAL MEMBERS.
12. ASTM SPECIFICATIONS ON THE DRAWINGS SHALL BE THE VERSION REFERENCED IN CHAPTER 35 OF THE CODE OR AS REFERENCED IN THE APPLICABLE DESIGN STANDARD.
13. CONTRACTOR SHALL INVESTIGATE SITE DURING CLEARING AND EARTHWORK OPERATIONS FOR FILLED EXCAVATIONS OR BURIED STRUCTURES, SUCH AS CESSPOOLS, CISTERNS, FOUNDATIONS, ETC. IF ANY SUCH
STRUCTURES ARE FOUND, THE STRUCTURAL ENGINEER AND GEOTECHNICAL ENGINEER SHALL BE NOTIFIED IMMEDIATELY.
14. CONSTRUCTION MATERIAL SHALL BE SPREAD OUT IF PLACED ON FRAMED ROOF OR FLOOR. LOAD SHALL NOT EXCEED THE DESIGN LIVE LOAD PER SQUARE FOOT. THE CONTRACTOR TO DESIGN AND PROVIDE ADEQUATE SHORING AND/OR BRACING WHERE STRUCTURE HAS NOT ATTAINED DESIGN STRENGTH.
15. CONTRACTOR SHALL COORDINATE SHORING WITH DRAWINGS OF RECORD TO INSURE PROVISIONS FOR POCKETS, BLOCKOUTS, OFFSETS, STEPPED FOOTINGS AND ANY OTHER ITEMS AFFECTED BY THE SHORING.
SHORING IS NOT THE RESPONSIBILITY OF THE SEOR. CONTRACTOR TO SUBMIT ANY SHORING DESIGN AND DRAWINGS FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION.
16. AN UNDERGROUND SERVICE ALERT INQUIRY IDENTIFICATION NUMBER MUST BE OBTAINED AT LEAST TWO WORKING DAYS BEFORE STARTING WORK WITH THIS PERMIT.
A. FOR PROJECTS IN SOUTHERN CALIFORNIA TELEPHONE NO. 1-800-422-4133.
B. FOR PROJECTS IN NORTHERN CALIFORNIA TELEPHONE NO. 1-800-227-2600.
GENERAL
2. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE. DRAWINGS SHALL NOT BE SCALED.
3. SEE ARCHITECTURAL DRAWINGS FOR DIMENSION NOT NOTED ON STRUCTURAL DRAWINGS.
4. SEE ARCHITECTURAL AND/OR CIVIL DRAWINGS FOR FINISH FLOOR ELEVATIONS.
5. SEE ARCHITECTURAL DRAWINGS FOR ALL TOP OF SHEATHING AND/OR ROOF ELEVATIONS.
6. THE CONTRACTOR SHALL REVIEW AND VERIFY ALL DIMENSIONS PRIOR TO STARTING CONSTRUCTION. THE ARCHITECT SHALL BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES OR INCONSISTENCIES.
DIMENSIONS
1. WIND DESIGN DATA (2022 CBC SECTION 1603.1.4) :
2. EARTHQUAKE DESIGN DATA (2022 CBC SECTION 1603.1.5):
3. GEOTECHNICAL INFORMATION (2022 CBC SECTION 1603.1.6):
REFER TO FOUNDATION GENERAL NOTES
SITE AND OCCUPANCY PARAMETERS
PARAMETER VALUE REFERENCE
RISK CATEGORY II 2022 CBC TABLE 1604.5
SEISMIC IMPORTANCE FACTOR I = 1.0 ASCE 7-16 TABLE 1.5-2 MAPPED SPECTRAL RESPONSE ACCELERATIONS:
S S = 1.057
2022 CBC 1613.2.1
S 1 = 0.390
SITE CLASS 2022 CBC 1613.2.2SPECTRAL RESPONSE COEFFICIENTS:
S DS = 0.695
2022 CBC 1613.2.4
S D1 = 0.565
WIND DESIGN DATA
PARAMETER VALUE REFERENCE
ULTIMATE DESIGN WIND SPEED (3-SEC GUST) VULT = 90 MPH 2022 CBC FIG. 1609.3 NOMINAL DESIGN WIND SPEED (3-SEC GUST) VASD = 91 MPH 2022 CBC 1609.3.1 EXPOSURE CATEGORY C 2022 CBC 1609.4.3
INTERNAL PRESSURE COEFFICIENT: GCpi = ± 0.18 ASCE 7-16 TABLE 26.13-1
DESIGN INFORMATION
MATERIAL ASTM STANDARD
PORTLAND CEMENT (TYPE II)A C150
CONCRETE AGGREGATES (HARDROCK) C33CONCRETE AGGREGATES (LIGHTWEIGHT)C C330 WATERB C1602
COAL FLY ASH OR POZOLLAN (CLASS F) C618
NATURAL OR MANUFACTURED SAND C33
SLAG C989
CONCRETE
LOCATION IN STRUCTURE MINIMUM STRENGTH (PSI) DENSITY (PCF) MAX SLUMP (IN±1) MAX WATER/CEMENT RATIO SLAG/ FLY ASHA (MAX) BASIN SITE WALLS 4,000 150 4 0.5 0.15
1. ALL CONCRETE CONSTRUCTION SHALL CONFORM WITH CHAPTER 19 OF THE CODE AND WITH THE PROVISIONS OF ACI 318-19.
2. CONCRETE MATERIALS SHALL BE IN ACCORDANCE WITH THE FOLLOWING STANDARDS:
A. FOR SOILS WITH HIGH CONCENTRATIONS OF SULFATES (EXPOSURES S2 OR S3 PER ACI 318-19 TABLE
19.3.2.1) PORTLAND CEMENT SHALL BE TYPE V. VERIFY WITH PROJECT GEOTECHNICAL REPORT.
B. WATER SHOULD ONLY BE ADDED AT THE BATCH PLANT. IN NO CASE SHALL THE DESIGN WATER/ CEMENT RATIO BE EXCEEDED.
C. PUMICE AGGREGATE SHALL NOT BE USED.
3. CONCRETE MIXES SHALL BE PROPORTIONED BASED ON SECTION 26.4.3 OF ACI 318-19, WHICH REFERENCES ACI 301-20 ARTICLE 4.2.3. MIX DESIGNS SHALL INCLUDE DOCUMENTATION OF MIX AVERAGE COMPRESSIVE STRENGTH THROUGH FIELD TEST DATA OR TRAIL MIXTURES IN ACCORDANCE WITH ACI 301-20 ARTICLE 4.2.3.4.
SCHEDULE OF STRUCTURAL CONCRETE STRENGTHS AND LOCATIONS (UNO):
A. AS MEASURED BY CEMENTITIOUS WEIGHT
4. READY MIXED CONCRETE SHALL BE MIXED AND DELIVERED IN ACCORDANCE WITH THE REQUIREMENTS OF ASTM C94 OR C685.
5. DEPOSITING AND CONVEYING OF CONCRETE SHALL CONFORM TO SECTION 26.5 OF ACI 318-19 AND PROJECT SPECIFICATIONS.
6. ALL CONCRETE SURFACES AGAINST WHICH NEW CONCRETE IS TO BE PLACED SHALL BE CLEANED AND ROUGHENED TO 1/4" AMPLITUDE.
7. ALL REINFORCING BARS, ANCHOR BOLTS AND OTHER CONCRETE INSERTS SHALL BE WELL SECURED IN POSITION PRIOR TO PLACING CONCRETE.
8. PROVIDE SLEEVES FOR PLUMBING AND ELECTRICAL OPENINGS IN CONCRETE BEFORE PLACING. DO NOT CUT ANY REINFORCING WHICH MAY CONFLICT. CORING IN CONCRETE IS NOT PERMITTED WITHOUT SEORAPPROVAL. NOTIFY THE SEOR IN ADVANCE OF CONDITIONS NOT SHOWN ON THE DRAWINGS. SEE THE DRAWINGS FOR ADDITIONAL RESTRICTIONS ON THE PLACEMENT OF OPENINGS IN SLABS AND WALLS.
9. PIPES EMBEDDED IN CONCRETE:
A. CONCRETE
a. PIPES LARGER THAN 1-1/2" DIAMETER SHALL NOT BE EMBEDDED IN STRUCTURAL CONCRETE EXCEPT WHERE SPECIFICALLY APPROVED BY SEOR.
b. NO CONDUITS SHALL BE PLACED IN CONCRETE FILL OVER METAL DECK. c. PIPES SHALL NOT DISPLACE OR INTERRUPT REINFORCING BARS.d. DO NOT STACK CONDUITS, SPACE EMBEDDED PIPES AND CONDUITS AT A MINIMUM OF 3 DIAMETERS CLEAR FROM OTHER EMBEDDED PIPES/CONDUITS AND REBAR.
EXISTING UNDERGROUND UTILITIES
1. THE ARCHITECT AND ENGINEERS ARE NOT RESPONSIBLE FOR THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES WHETHER OR NOT SHOWN ON THE DRAWINGS. DRAWINGS, IF ANY, IS APPROXIMATE. THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION IN EXCAVATING AND TRENCHING ON THE SITE. THECONTRACTOR SHALL IMMEDIATELY NOTIFY THE ARCHITECT AND/OR STRUCTURAL ENGINEER SHOULD ANY SUCH UNIDENTIFIED CONDITIONS BE DISCOVERED.
2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGES WHICH MAY RESULT FROM HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ALL EXISTING UNDERGROUND UTILITIES.
3. AN UNDERGROUND SERVICE ALERT INQUIRY IDENTIFICATION NUMBER MUST BE OBTAINED AT LEAST TWO WORKING DAYS BEFORE STARTING WORK WITH THIS PERMIT.
A. FOR PROJECTS IN SOUTHERN CALIFORNIA TELEPHONE NO. 1-800-422-4133.
B. FOR PROJECTS IN NORTHERN CALIFORNIA TELEPHONE NO. 1-800-227-2600.
EXISTING CONDITIONS
1. ALL INFORMATION SHOWN ON THE PLANS RELATIVE TO EXISTING CONDITIONS IS GIVEN AS THE BEST PRESENT KNOWLEDGE FROM PLANS SUPPLIED BY THE OWNER, BUT WITHOUT GUARANTEE OF ACCURACY.
2. WHERE ACTUAL CONDITIONS ARE NOT IN ACCORDANCE WITH THE INFORMATION PRESENTED, THE ARCHITECT AND/OR STRUCTURAL ENGINEER SHALL BE NOTIFIED IMMEDIATELY. NO MODIFICATIONS OF THE PLANS FOR NEW CONSTRUCTION SHALL BE MADE WITHOUT THE WRITTEN APPROVAL OF THE ARCHITECT.
1. GEOTECHNICAL INFORMATION AND FOUNDATION DESIGN IS BASED ON THE FOLLOWING:
A. DESIGN LATERAL SOIL LOADS ARE IN ACCORDANCE WITH 2022 CBC TABLE 1610.1 B. ALLOWABLE FOUNDATION BEARING AND LATERAL PRESSURES ARE IN ACCORDANCE WITH 2022 CBC TABLE 1806.2
C. VALUES LISTED SHALL BE VERIFIED BY A LICENSED GEOTECHNICAL ENGINEER
2. LATERAL EARTH PRESSURES:
3. SPREAD OR CONTINUOUS FOOTINGS:
NOTES:
A. THE ALLOWABLE CAPACITY MAY BE INCREASED BY ONE-THIRD WHEN CONSIDERING LOADS OF SHORT DURATION SUCH AS WIND OR SEISMIC FORCES.
B. THE ALLOWABLE LATERAL RESISTANCE CAN BE TAKEN AS THE SUM OF THE FRICTIONAL RESISTANCE AND PASSIVE RESISTANCE .
C. THE UPPER 0 FOOT OF SOIL NOT PROTECTED BY PAVEMENT SHALL BE NEGLECTED WHEN CALCULATING PASSIVE RESISTANCE.
D. COMPACTED FILL SHOULD BE PREPARED AS FOLLOWS: A MIN OF 12" OF COMPACTED FILL SHALL BE PROVIDED, COMPACTED TO A MIN OF 90 PERCENT MODIFIED PROCTOR IN ACCORDANCE WITH ASTM D 1557 (2022 CBC 1804.6)
E. MAY BE DOUBLED FOR ISOLATED POLES PER 2022 CBC 1806.3.4
4. WHERE NOT SHOWN ON THE DRAWINGS, CONTRACTOR TO PROVIDE FOR DESIGN AND INSTALLATION OF ALL
CRIBBING, SHEATHING AND SHORING REQUIRED AND SHALL BE SOLELY RESPONSIBLE FOR ALL EXCAVATION
PROCEDURES INCLUDING LAGGING, SHORING, AND PROTECTION OF ADJACENT PROPERTY, STRUCTURES, STREETS, AND UTILITIES IN ACCORDANCE WITH ALL NATIONAL, STATE AND LOCAL SAFETY ORDINANCES.
5. CONTRACTOR TO PROVIDE FOR DE-WATERING OF EXCAVATIONS FROM SURFACE WATER, GROUND WATER AND/OR SEEPAGE.
6. EXCAVATION FOR FOOTINGS SHALL BE APPROVED BY THE INSPECTOR OR GEOTECHNICAL ENGINEER PRIOR TO PLACING CONCRETE AND REINFORCING.
7. ALL EXCAVATIONS SHALL BE PROPERLY BACKFILLED. DO NOT PLACE BACKFILL BEHIND RETAINING WALLS BEFORE CONCRETE OR GROUT HAS ATTAINED FULL DESIGN STRENGTH. CONTRACTOR SHALL PROVIDE FORDESIGN, PERMITS AND INSTALLATION OF SUCH BRACING.
8. EXCAVATIONS SHALL BE CUT SQUARE AND SMOOTH, WITH LEVEL BOTTOMS.
9. FOOTING BACKFILL AND UTILITY TRENCH BACKFILL WITHIN BUILDING AREA SHALL BE MECHANICALLY
COMPACTED IN LAYERS IN ACCORDANCE WITH THE GEOTECHNICAL INVESTIGATION REPORT AND APPROVED BY THE GEOTECHNICAL ENGINEER. FLOODING WILL NOT BE PERMITTED. ALL FILLS USED TO SUPPORT FOUNDATIONS SHALL BE INSPECTED BY THE GEOTECHNICAL ENGINEER REPRESENTATIVE PERSECTION 1705.6 OF THE CODE.
10. ALL ABANDONED FOOTINGS, UTILITIES, ETC. SHALL BE REMOVED. NEW FOOTINGS MUST EXTEND INTO UNDISTURBED SOILS.
11. PIPES WITHIN THE ZONE OF INFLUENCE OF BUILDING OR SITE ELEMENT FOUNDATIONS SHALL BE ENCASED IN LEAN CONCRETE AT THE DIRECTION OF THE GEOTECHNICAL ENGINEER OF RECORD.
ELEMENT ALLOWABLE BEARING CAPACITY (PSF) A
ALLOWABLE LATERAL RESISTANCE B
PASSIVE RESISTANCE
(PSF/FT BELOW
GRADE) E
RET WALL 5,000 350
ACTIVE EARTH PRESSURE
(CANTILEVER RETAINING
WALLS)
AT-REST EARTH
PRESSURE
(BRACED WALLS)
45H
(PCF)
H
HEIGHT OF WALL
IN FEET
60H
(PCF)
FOUNDATION
1. REINFORCING BARS SHALL CONFORM TO THE REQUIREMENTS OF CHAPTER 19 OF THE CODE AND WITH THE PROVISIONS OF ACI 318-19, ASTM A706, GRADE 60 UNO. ASTM A615 GR 60 STEEL MAY BE SUBSTITUTED FOR ASTM A706 GR60 STEEL PER ACI 318-19 SECTION 20.2.2.5 PROVIDED THE FOLLOWING CONDITIONS ARE MET:
A. THE ACTUAL YIELD STRENGTH BASED ON MILL TESTS DOES NOT EXCEED THE SPECIFIED YIELD STRENGTH BY MORE THAN 18,000 PSI.
B. THE RATIO OF THE ACTUAL ULTIMATE TENSILE STRESS TO THE ACTUAL YIELD STRENGTH IS NOT LESS THAN
1.25. C. WHERE REINFORCEMENT COMPLYING WITH ASTM A615 IS TO BE WELDED, CHEMICAL TESTS SHALL BE PERFORMED TO DETERMINE WELDABILITY IN ACCORDANCE WITH SECTION 26.6.4 OF ACI 318-19.
2. BARS SHALL BE CLEAN OF RUST, GREASE, OR OTHER MATERIALS LIKELY TO IMPAIR BOND. ALL REINFORCING BAR BENDS SHALL BE MADE COLD.
3. WELDED WIRE REINFORCEMENT (WWR), PLAIN OR DEFORMED, SHALL CONFORM TO ASTM A185. WELDED DEFORMED WIRE REINFORCEMENT (WWR) SHALL CONFORM TO ASTM A1064. ALL WWR FOR STAIR PANS AND ALL WWR FOR CONCRETE FILL ON METAL DECK TO BE PLAIN WWR. PROVIDE LAPS PER ACI 318-19 SECTION25.5.3 OR 25.5.4 MINIMUM. WWR SHALL BE SUPPORTED ON APPROVED CHAIRS.
4. REINFORCING BAR LAP SPLICES SHALL BE MADE AS INDICATED ON THE DRAWINGS. LAP ALL HORIZONTAL BARS AT CORNERS AND INTERSECTIONS. STAGGER ALL SPLICES UNLESS NOTED OTHERWISE ON PLANS.
A. MINIMUM LAP SPLICE LENGTH FOR REINFORCING STEEL BARS IN CONCRETE SHALL BE PER ACI 318-19 SECTION 25.5.2 AND THE REINFORCING SCHEDULE ON THE DRAWINGS.
B. MINIMUM LAP SPLICE LENGTH FOR REINFORCING STEEL BARS IN MASONRY SHALL BE PER TMS 042-16 SECTION 6.1.6.1.1 AND THE REINFORCING SCHEDULE ON THE DRAWINGS.
5. ALL BARS SHALL BE MARKED SO THEIR IDENTIFICATION CAN BE MADE WHEN THE FINAL IN-PLACE INSPECTION IS MADE. ALL REINFORCING CONFORMING TO DIFFERING ASTM SPECIFICATIONS AND/OR OF DIFFERING
GRADES SHALL BE CLEARLY MARKED TO DIFFERENTIATE THEM FROM OTHER REINFORCING STEEL IF CONCURRENTLY PRESENT ON SITE.
6. WHERE WELDING OF REINFORCING IS APPROVED BY THE STRUCTURAL ENGINEER, IT SHALL BE DONE BY AWS CERTIFIED WELDERS USING E80XX OR APPROVED ELECTRODES. WELDING PROCEDURES SHALL CONFORM TO THE REQUIREMENTS OF STRUCTURAL WELDING CODE- REINFORCING STEEL", AWS-D1.4-15. REINFORCING BARSTO BE WELDED SHALL CONFORM TO THE REQUIREMENTS OF ASTM A706.
7. REINFORCING STEEL SHALL BE ACCURATELY PLACED AND ADEQUATELY SUPPORTED BEFORE THE CONCRETE IS
PLACED AND SHALL BE SECURED AGAINST DISPLACEMENT DURING CONSTRUCTION WITHIN PERMITTED TOLERANCES. ADEQUATE SUPPORTS ARE ALSO NECESSARY TO KEEP THE REINFORCING STEEL AT THE PROPER DISTANCE FROM THE FORMS. USE WIRE BAR SUPPORTS, PRECAST CONCRETE SUPPORTS, SPACERS, BOLSTERS, REINFORCEMENT OR OTHER MEANS OF SUPPORT PER THE "CRSI MANUAL OF STANDARD PRACTICE", LATEST EDITION.
8. REINFORCING STEEL SHALL BE DETAILED IN ACCORDANCE WITH THE "CRSI MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES", LATEST EDITION.
9. COMPLETE AND DETAILED REINFORCING PLACEMENT DRAWINGS SHALL BE PREPARED AND SUBMITTED TO THE ARCHITECT FOR APPROVAL BY THE SEOR PRIOR TO FABRICATION IN ACCORDANCE WITH THE SPECIFICATIONSAND APPLICABLE CODES. THESE DRAWINGS SHALL BE AVAILABLE ON THE JOB SITE PRIOR TO PLACING OF CONCRETE. THE REINFORCING PLACEMENT DRAWINGS SHALL INCLUDE ALL PRIMARY REINFOREMENT, LAP SPLICES, TIES, DOWELS, HEADED U-DOWELS, EMBED PLATES, ANCHOR BOLTS, ETC. AREAS OF CONGESTIONSHALL BE DETAILED SUFFICIENTLY TO DEMONSTRATE THAT PLACEMENT OF REBAR MEETS SPACING REQUIREMENTS OF ACI 318-19.
10. MILL TEST REPORTS FOR GRADE 60 BARS SHALL BE SUBMITTED TO THE INSPECTOR OF RECORD PRIOR TO PLACEMENT OF CONCRETE PER ACI 318-19 SECTION 26.13.2.3 OF THE CODE.
11. WHEN REQ'D, INSPECTION OF CONCRETE SHALL INCLUDE INSPECTION DURING INSTALLATION OF REINFORCING STEEL. INSPECTION SHALL BE SCHEDULED SO THAT PLACEMENT OF REINFORCING STEEL,
CONDUIT, SLEEVES, AND EMBEDDED ITEMS MAY BE CORRECTED PRIOR TO PLACEMENT OF OVERLYING GRIDS OR REINFORCING STEEL.
12. CONCRETE PROTECTION FOR REINFORCEMENT13. MECHANICAL BAR SPLICE CONNECTIONS SHALL CONFORM TO THE REQUIREMENTS OF ACI 318-19 SECTION
25.5.7 USE OF MECHANICAL CONNECTIONS SHALL BE APPROVED BY THE STRUCTURAL ENGINEER. SPLICES MUST BE TESTED AS INDICATED IN THE CONCRETE REINFORCEMENT SPECIFICATION. ACCEPTABLE PRODUCTS INCLUDE:
LENTON STANDARD COUPLERS (IAPMO-ES 0129)LENTON FORM SAVERS, TYPE SA (IAPMO-ES 0129)LENTON WELDABLE HALF COUPLERS (IAPMO-ES 0129)LENTON LOCK COUPLERS PER (IAPMO-ES 0129)NOTE THAT REBAR ATTACHED TO PLATE USING LENTON WELDABLE HALF COUPLERS SHALLBE ASTM A706 PER IAPMO-ES 0129.
ALL MECHANICAL BAR SPLICE CONNECTIONS IN SPECIAL STRUCTURAL WALLS, SPECIAL MOMENT FRAMES AND CONCRETE DIAPHRAGMS SHALL BE TYPE 2 CONFORMING TO THE REQUIREMENTS OF ACI 318-19 SECTION 18.2.7 & 18.12.7.4
THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCEMENT IN CAST-IN-PLACE CONCRETE (NON-PRESTRESSED): MINIMUM COVER, IN.
A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3 B. CONCRETE EXPOSED TO EARTH OR WEATHER:
NO.6 THROUGH NO. 18 BAR NO.5 BAR, W31 OR D31 WIRE & SMALLER 2 1 1
2"
C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND:
SLABS, WALLS, JOISTS: NO.14 AND NO.18 BARS NO.11 BAR & SMALLER BEAMS, COLUMNS: PRIMARY REINFORCEMENT TIES, STIRRUPS, SPIRALS 1 1
2"
3 4"
1 1
2"
REINFORCING STEEL
1. THIS STATEMENT OF SPECIAL INSPECTIONS HAS BEEN PREPARED PURSUANT TO SECTION 1704.3 OF THE CODE .
THIS SECTION DETAILS BOTH REQUIRED SPECIAL INSPECTIONS AND TESTS INCLUDING TESTING PER SECTION 1705 OF THE CODE. THE FOLLOWING SHALL BE OBSERVED DURING THEIR IMPLEMENTATION:
A. GENERAL:
a. STRUCTURAL VERIFICATIONS, INSPECTIONS AND TESTS SHALL BE PERFORMED IN ACCORDANCE WITH CHAPTER 17 OF THE CODE AND/OR THE APPLICABLE REFERENCE STANDARD.
B. OWNER REQUIREMENTS:
a. THE OWNER OR OWNER'S AGENT SHALL EMPLOY ONE OR MORE APPROVED AGENCIES TO
PERFORM INSPECTIONS DURING CONSTRUCTION ON THE TYPES OF WORK LISTED IN SECTION 1705 OF THE CODE AND IN THIS STATEMENT OF INSPECTIONS.
C. SPECIAL INSPECTOR QUALIFICATIONS:
a. THE SPECIAL INSPECTIONS SHALL PROVIDE WRITTEN DOCUMENTATION TO THE BUILDING
OFFICIAL DEMONSTRATING HIS OR HER COMPETENCE AND RELEVANT EXPERIENCE OR TRAINING. THE EXPERIENCE OR TRAINING SHALL BE CONSIDERED RELEVANT WHEN THE
DOCUMENTED EXPERIENCE OR TRAINING IS RELATED IN COMPLEXITY TO THE SAME TYPE OF
SPECIAL INSPECTION ACTIVITIES FOR PROJECTS OF SIMILAR COMPLEXITY AND MATERIAL QUANTITIES.
D. CONTRACTOR REQUIREMENTS:
a. SPECIAL INSPECTION IS IN ADDITION TO THE CONTRACTOR'S QUALITY CONTROL INSPECTIONS AND TESTING. THE CONTRACTOR'S QUALITY CONTROL INSPECTIONS AND TESTING SHALL
OCCUR PRIOR TO SPECIAL INSPECTION AND REPORTS SHALL BE AVAILABLE TO THE SPECIAL INSPECTOR.
b. THE CONTRACTOR SHALL ENSURE THAT THE WORK FOR WHICH SPECIAL INSPECTION IS REQUIRED
REMAINS ACCESSIBLE AND EXPOSED FOR SPECIAL INSPECTION PURPOSES UNTIL COMPLETION OF THE REQUIRED SPECIAL INSPECTION.
c. ANY CONTRACTOR RESPONSIBLE FOR THE CONSTRUCTION OF THE MAIN WIND OR SEISMIC
FORCE RESISTING SYSTEM SHALL SUBMIT A WRITTEN STATEMENT OF RESPONSIBILITY TO THEBUILDING OFFICIAL AND OWNER PRIOR TO COMMENCEMENT OF WORK ON THE SYSTEM OR COMPONENT. THE STATEMENT OF RESPONSIBILITY SHALL CONTAIN ACKNOWLEDGEMENT OF
AWARENESS OF THE SPECIAL INSPECTION REQUIREMENTS CONTAINED IN THE STATEMENT OF SPECIAL INSPECTIONS.
E. SPECIAL INSPECTOR REPORT REQUIREMENTS:
a. THE SPECIAL INSPECTOR SHALL KEEP RECORD OF INSPECTIONS b. THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS TO THE BUILDING OFFICIAL AND TO THE ARCHITECT AND STRUCTURAL ENGINEER OF RECORD.
c. REPORTS SHALL INDICATE THAT WORK INSPECTED WAS OR WAS NOT COMPLETED IN CONFORMANCE TO APPROVED CONSTRUCTION DOCUMENTS.
d. DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR CORRECTION.
e. IF NOT CORRECTED DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE BUILDING OFFICIAL AND THE ARCHITECT AND STRUCTURAL ENGINEER OF RECORD PRIOR TO THECOMPLETION OF THAT PHASE OF WORK. f. A FINAL REPORT DOCUMENTING SPECIAL INSPECTIONS AND CORRECTION OF ANY DISCREPANCIES NOTED SHALL BE SUBMITTED TO THE BUILDING OFFICIAL.
STATEMENT OF SPECIAL INSPECTIONS
1. THE FOLLOWING SUBMITTALS SHALL BE SUBMITTED FOR REVIEW AND APPROVAL BY THE ENGINEER:
A. STEEL INCLUDING MISC. METALS
a. SHOP DRAWINGS FOR FABRICATION AND ERECTION
c. SHOP DRAWINGS FOR FABRICATION AND PLACEMENT
B. REINFORCING STEEL
C. CONCRETE MIX DESIGNS FOR ALL CONCRETE STRENGTHS 3,000 PSI AND ABOVE D. MASONRY INCLUDING BLOCKS, GROUT AND MORTARE. ROUGH CARPENTRY: WOOD PRODUCT DATA AND MANUFACTURER'S CERTIFICATES
2. BEFORE SUBMITTING EACH SUBMITTAL, (INCLUDES SHOP DRAWINGS, PRODUCT DATA, SAMPLES AND SIMILAR SUBMITTALS), THE CONTRACTOR SHALL HAVE:
A. REVIEWED AND COORDINATED EACH SUBMITTAL WITH OTHER SUBMITTALS AND WITH THE REQUIREMENTS OF THE WORK AND THE CONTRACT DOCUMENTS. THIS INCLUDES THE CONTRACTOR REVIEWING AND VERIFYING THAT THE SUBMITTAL IS COORDINATED AMONG ALL CONSTRUCTION TRADES:
B. DETERMINED AND VERIFIED ALL FIELD MEASUREMENTS, QUANTITIES, DIMENSIONS , SPECIFIED
PERFORMANCE AND DESIGN CRITERIA, INSTALLATION REQUIREMENTS, MATERIALS, CATALOG NUMBERS
AND SIMILAR INFORMATION
C. DETERMINED AND VERIFIED ALL INFORMATION RELATIVE TO THE CONTRACTOR'S RESPONSIBILITIES FOR
MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES OF CONSTRUCTION, AND SAFETY PRECAUTIONS AND PROGRAMS.
D. REVIEWED AND VERIFIED THAT THE ARCHITECT'S OR ENGINEER'S COMMENTS FROM PREVIOUS SUBMITTAL ROUNDS HAVE BEEN ADDRESSED.
3. EACH SUBMITTAL SHALL BEAR A STAMP OR SPECIFIC WRITTEN CERTIFICATION THAT THE CONTRACTOR HAS
SATISFIED THEIR OBLIGATIONS UNDER THE CONTRACT DOCUMENTS WITH RESPECT TO THE CONTRACTOR'S REVIEW AND APPROVAL OF THAT SUBMITTAL.
4. THE CONTRACTOR'S OBLIGATION TO PERFORM AND COMPLETE THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS SHALL BE ABSOLUTE:
a. REVIEW AND APPROVAL OF SHOP DRAWINGS BY THE ARCHITECT AND/OR ENGINEER DOES NOT CONSTITUTE APPROVAL OF A CHANGE REQUEST, SUBSTITUTION OR MODIFICATION TO THECONTRACT DRAWINGS. b. THE ARCHITECT AND ENGINEER SHALL BE NOTIFIED OF CHANGE REQUESTS, SUBSTITUTIONS OR
MODIFICATIONS TO THE CONTRACT DRAWINGS IN WRITING BEFORE AND SEPARATE FROM THE SUBMITTAL PRIOR TO SUBMISSION.
5. FABRICATION FOR ITEMS IN THESE DOCUMENTS SHALL NOT COMMENCE UNTIL THE SUBMITTAL HAS BEEN REVIEWED AND APPROVED BY THE ENGINEER.
SUBMITTALS
1. SHOP FABRICATION REQUIRES SPECIAL INSPECTION IN ACCORDANCE WITH CODE SECTION 1704.2.5.
EXCEPTION: SHOP SPECIAL INSPECTIONS ARE NOT REQUIRED WHEN WORK IS DONE ON THE PREMISES OFFABRICATOR REGISTERED AND APPROVED TO PERFORM SUCH WORK IN ACCORDANCE WITH CODE SECTION 1704.2.5.1. THE FOLLOWING ACCREDITATIONS MEET THE REQUIREMENTS OF THIS EXCEPTION:
A. STEEL BUILDINGS (OR STEEL ELEMENTS IN OTHER BUILDINGS) a. FOR GENERAL STEEL BUILDINGS OR ELEMENTS THE FABRICATOR SHALL BE AN AISC CERTIFIED
FABRICATOR IN ACCORDANCE WITH THE AISC CERTIFICATION PROGRAM FOR STRUCTURAL STEEL FABRICATORS (AISC 201-06).
b. OTHER ACCREDITATION DEEMED ACCEPTABLE BY THE AUTHORITY HAVING JURISDICTION. c. IF FABRICATION IS PERFORMED BY AN APPROVED FABRICATOR A CERTIFICATE OF COMPLIANCE
MUST BE PROVIDED TO THE BUILDING INSPECTOR THAT THE MATERIALS SUPPLIED AND WORK PERFORMED BY THE FABRICATOR ARE IN CONFORMANCE WITH THE CONSTRUCTIONDOCUMENTS. d. IF FABRICATION IS NOT PERFORMED BY AN APPROVED FABRICATOR WELDING INSPECTION REPORTS MUST BE SUBMITTED TO THE BUILDING OFFICIAL BY AN APPROVED TESTING AGENCY. d.a. NONDESTRUCTIVE TESTING (NDT) MAY BE PERFORMED BY THE FABRICATOR, HOWEVER THE QA AGENCY SHALL REVIEW THE FABRICATOR'S NDT REPORTS.
B. WOOD BUILDINGS
a. PREFABRICATED WOOD TRUSSES
b. STRUCTURAL GLUED LAMINATED TIMBER
SHOP FABRICATION
REQUIRED VERIFICATION AND INSPECTIONS
CONCRETE CONSTRUCTION
CODE TABLE 1705.3
SPECIAL INSPECTION OR TEST
CONTINUOUS
PERIODIC REFERENCED STANDARD CBC REFERENCE
1. INSPECT REINFORCMENT, INCLUDING PRESTRESSING
TENDONS, AND VERIFY PLACEMENT. ___ X ACI 318: CH 20, 25.2, 25.3, 26.6.1-26.6.3 ___
2. REINFORCING BAR WELDING:
a. VERIFY WELDABILITY OF REINFORCING BARS OTHER THAN ASTM A706 b. INSPECT SINGLE-PASS FILLET WELDS, MAXIMUM 5 16" AND c. INSPECT ALL OTHER WELDS
______
X
XX
___
AWS D1.4
ACI 318: 26.6.4 ___
3. INSPECT ANCHORS CAST IN CONCRETE ___ X ACI 318: 26.7 ___
4. INSPECT ANCHORS POST-INSTALLED IN HARDENED
CONCRETE MEMBERS (b)
(a) ADHESIVE ANCHORS INSTALLED IN HORIZONTALLY OR UPWARDLY INCLINED ORIENTATIONS TO RESIST SUSTAINED TENSION LOADS (b) MECHANICAL ANCHORS AND ADHESIVE ANCHORS NOT DEFINED IN 4.a.
X
___
___
X
ACI 318: 26.7.1
ACI 318: 26.7.1
______
5. VERIFY USE OF REQUIRED MIX DESIGN
___ X ACI 318: CH. 19, 26.4.3, 26.4.4 1904.1, 1904.2
6. PRIOR TO CONCRETE PLACEMENT, FABRICATE
SPECIMENS FOR STRENGTH TESTS, PERFORM SLUMP AND AIR CONTENT TESTS, AND DETERMINE THE TEMPERATURE OF THE CONCRETE.
X
___
ASTM C 172
ASTM C 31
ACI 318: 26.5, 26.12
___
7. INSPECT CONCRETE AND SHOTCRETE PLACEMENT FOR
PROPER APPLICATION TECHNIQUES X ___ ACI 318: 26.5 ___
8. VERIFY MAINTENANCE OF SPECIFIED
CURING TEMPERATURE AND TECHNIQUES. ___ X ACI 318: 26.5.3- 26.5.5 ___
9. INSPECT PRESTRESSED CONCRETE FOR:
A. APPLICATION OF PRESTRESSING FORCES; AND B. GROUTING OF BONDED PRESTRESSING TENDONS XX
______
ACI 318: 26.10 ___
10. INSPECT ERECTION OF PRECAST CONCRETE MEMBERS. ___ X ACI 318: 26.9 ___11. VERIFY IN-SITU CONCRETE STRENGTH, PRIOR
TO STRESSING OF TENDONS IN POST-TENSIONED CONCRETE AND PRIOR TO REMOVAL OF SHORES AND FORMS FROM BEAMS AND STRUCTURAL SLABS ___ X ACI 318: 26.11.2 ___
12. INSPECT FORMWORK FOR SHAPE, LOCATION, AND
DIMENSIONS OF THE CONCRETE MEMBER BEING FORMED.
___ X ___
SPECIAL INSPECTIONS LISTED FOR CONCRETE ALSO APPLY TO GROUTING OPERATIONS.
SOILS
CODE TABLE 1705.6
SPECIAL INSPECTION OR TEST
CONTINUOUS
PERIODIC
1. VERIFY MATERIALS BELOW SHALLOW FOUNDATIONS ARE ADEQUATE TO ACHIEVE THE DESIGN BEARING CAPACITY ___ X
2. VERIFY EXCAVATIONS ARE EXTENDED TO PROPER DEPTH AND HAVE REACHED PROPER MATERIAL. ___ X
3. PERFORM CLASSIFICATION AND TESTING OF COMPACTED FILL MATERIALS ___ X
4. VERIFY USE OF PROPER MATERIALS, DENSITIES, AND LIFT THICKNESSES DURING PLACEMENT AND COMPACTION OF COMPACTED FILL. X ___
5. PRIOR TO PLACEMENT OF COMPACTED FILL, INSPECT SUBGRADE AND VERIFY THAT SITE HAS BEEN PREPARED PROPERLY. ___ X
NOTES:
1. VALUES ABOVE ARE FOR REINFORCEMENT WITH THE FOLLOWING PARAMETERS:
A. GRADE 60 REINFORCEMENT
B. NORMAL WEIGHT CONCRETE
a. FOR LIGHTWEIGHT CONCRETE MULTIPLY THE VALUES ABOVE BY 1.3 C. NON-EPOXY COATED REINFORCEMENT
D. HORIZONTAL BARS WITHOUT 12" OF CONCRETE BELOW (BOTTOM BARS), AND VERTICAL BARS a. FOR TOP BARS WITH 12" OR MORE OF CONCRETE BELOW THE BAR MULTIPLY THE VALUES ABOVE BY 1.3 E. CLEAR SPACING NOT LESS THAN db, CLEAR COVER NOT LESS THAN db AND STIRRUPS THROUGH Ld NOT LESS THAN MIN
OR
CLEAR SPACING NO LESS THAN 2db AND CLEAR COVER NOT LESS THAN db a. FOR OTHER SPACING AND COVER CONDITIONS MULTIPLY THE VALUES ABOVE BY 1.5 F. REINFORCEMENT NOT IN SHEAR WALLS
a. FOR REINFORCEMENT IN SHEAR WALLS MULTIPLY THE VALUES ABOVE BY 1.25
2. THE MULTIPLIERS LISTED IN NOTE 1 ABOVE ARE CUMULATIVE INCREASES IN DEVELOPMENT/LAP SPLICE LENGTH.3. ALL LAP SPLICES REFERENCED IN THE PLANS SHALL BE CLASS B UNLESS NOTED OTHERWISE.
4. WHEN REINFORCING BARS OF TWO SIZES ARE LAP-SPLICED IN TENSION, USE THE LARGER OF THE TENSION CLASS B, LAP SPLICE LENGTH (ls) OF THE SMALLER BAR, AND THE CLASS A, TENSION DEVELOPMENT LENGTH (ld) OF THE LARGER BAR.
CONTACT LAP SPLICE
(PREFERRED)
NON-CONTACT LAP SPLICE
LAP SPLICE
MAX = LARGER OF CLASS B, UNO ls/5 OR 6"
REINFORCING TENSION DEVELOPMENT LENGTH AND LAP SPLICE
SCHEDULE
BAR SIZE
DEVELOPMENT LENGTH, ld
(CLASS A LAP SPLICE)
LAP SPLICE, ls
(CLASS B LAP SPLICE)
f'c (psi) f'c (psi)
3,000 4,000 3,000 4,000
#3 1'-5" 1'-3" 1'-10" 1'-7"
#4 1'-10" 1'-7" 2'-5" 2'-1"
#5 2'-4" 2'-0" 3'-0" 2'-7"#6 2'-9" 2'-5" 3'-7" 3'-2"
#7 4'-0" 3'-6" 5'-2" 4'-6"#8 4'-7" 4'-0" 5'-11" 5'-2"
#9 5'-2" 4'-6" 6'-9" 5'-10"
#10 5'-10" 5'-1" 7'-7" 6'-7"
#11 6'-6" 5'-7" 8'-5" 7'-3"
REINF DEVELOPMENT LENGTH AND SPLICES0720-02-UR19 - S201 NTS 1'-6"
MIN
9"
BASIN WALL
PIPE
BACKFILL
PER SPECS
TRENCH EXCAVATION,TYP
2 1
PIPE
BOT OF TRENCH EXCAVATION SHALLNOT EXTEND BELOW THIS LINE UNLESS
APPROVED BY THE GEOTECHNICAL
ENGINEER
GRADE
NOTES:
1. CONTRACTOR SHALL COORDINATE ALL PIPE LOCATIONS
WITH FOUNDATION REQUIREMENTS.
PIPES PARALLEL TO FOOTINGS0720-02-UR19 - S201 NTSPIPES PERPENDICULAR TO BASIN WALL0720-02-UR19 - S201 NTS 3'-0" MAX
(SEE NOTE #2)
4"
MIN
6" MIN1'-6" MIN SLEEVE 3D MIN IN ANY DIRECTION
"D"
Ø OF SLEEVE
BASIN
SECTION ELEVATION
NOTES:
1. CONTRACTOR SHALL COORDINATE ALL PIPE LOCATIONS WITH BUILDING FOUNDATION REQUIREMENTS.
2. TRENCH BELOW FOOTING SHALL BE FILLED WITH CONCRETE OR 3-SACK SLURRY BEFORE POURING FOOTING. CONCRETE FILL SHALL BE SAME WIDTH AS WALL AND FULL WIDTH OF PIPE TRENCH. 6"
MIN
LINK SEAL
SEE ADJ NOTE
LINK SEAL (OR
APPROVED EQUAL)AT ALL BASIN WALL
PENETRATIONS.
CONTRACTOR TO
PROVIDE SUBMITTALPRIOR TO
INSTALLATION
LAP SPLICE LAP SPLICE
LAP SPLICE
LAP SPLICE
CONCRETE CORNER CONCRETE INTERSECTION
CONCRETE END
0" TYP.
0" TYP.
0" TYP 0" TYP
DOWELS TO MATCH SIZE &
SPCG OF HORIZ REINF, TYP
90 DEG HOOK
@ INT BARS
PROVIDE 90 DEG STD HOOK, A U-BAR
MAY BE PROVIDED W/ LAP SPLICE TO
HORIZ BARS IN LIEU OF END HOOKS
NOTE:
REINFORCEMENT SHOWN ON WALL ELEVATION(S),BOUNDARY REINFORCING DETAILS, AND OTHER
SPECIFICALLY REFERENCED DETAILS SHALL TAKE
PRECEDENCE OVER REINFORCEMENT SHOWN HERE.
DOUBLE MAT
LAP SPLICE LAP SPLICE
LAP SPLICE
LAP SPLICE
CONCRETE CORNER CONCRETE INTERSECTIONCONCRETE END
PROVIDE 90 DEG STDHOOK @ SHEAR WALLS
(2) BARS TO MATCH
WALL VERT REINF MIN
(2) BARS TO MATCH
WALL VERT REINF MIN
(2) BARS TO MATCH
WALL VERT REINF MIN
DOWELS TO MATCH
SIZE & SPCG OF
HORIZ REINF, TYP
ALT DOWEL DIRECTION
@ INTERSECTION
SINGLE MAT
CONC REINF @ INTERSECTION0720-02-UR19 - S201 NTS
NOTES: (#)
1. SEE FOUNDATION PLAN AND NOTES
2. REFER TO PROJECT SOILS REPORT
1 1
9" MIN.
FTG BEHIND SITE WALL0720-02-UR19_S-201 - 13 NTS
BASIN PER 12/-
REFER TO
DETAILS BY OTHERS
CONC BIORETENTION BASINS0720-02-UR19 - S-201 - 12 1/2" = 1'-0" EQ
1"
CLR
PERMEABLE MATERIAL#4 @ 12"OC VERT
EQ
(2) #5 BARS CONT AT TOW
9'-0"
MAX
10"
FINISH SURFACE PER CIVIL
AND LANDSCAPE
BISECTING/END CONCRETE WALLBEYOND. MAX SPAN OF WALL = 15'-0".
RFER TO DETAIL 15/- FOR CORNER AND TREINF. CONFIGURATIONS 36" MIN
#7 @ 9"OC CONT HORIZ BARS
36" MIN
#5@ 9"OC REMAINDER OF WALL
36" MIN
#6 @ 9"OC CONT HORIZ BARS
12" MAX
31 62 42 32 22 12
53 43 14
64 54 44 34 24
65 55 45 35 25 1563 33
52 61 51 41
S-201
BAR SIZE D
#3 THRU #8 6d
#9 THRU #11 8d
NOTES:
1. ALL HOOKED BARS SHALL EXTEND AS FAR AS POSSIBLE WITH A MINIMUM 2" END COVER AND WITH EMBEDMENT NOT LESS THAN SHOWN ON THE SCHEDULE UNLESS NOTED OTHERWISE ON PLANS.
2. MINIMUM SIDE COVER = 2 1
2".
3. FOR LIGHTWEIGHT CONCRETE MULTIPLY LENGTHS IN SCHEDULE BY 1.3.
STANDARD HOOK DEVELOPMENT LENGTH "ldh"
BAR SIZE D "lh"
NORMAL WEIGHT
3,000 4,000
#3 2 1/4" 6" 0'-9" 0'-8"
#4 3" 8" 0'-11" 0'-10"
#5 3 3/4" 10" 1'-2" 1'-0"#6 4 1/2" 12" 1'-5" 1'-3"
#7 5 1/4" 1'-2" 1'-8" 1'-5"
#8 6" 1'-4" 1'-10" 1'-7"
#9 9 1/2" 1'-7 1/2" 2'-1" 1'-10"
#10 10 3/4" 1'-10" 2'-4" 2'-1"
#11 12" 2'-0 1/2" 2'-7" 2'-3"
ldh
db
4db
2 1
2" MIN
D
D
12 db
"l h"
2" CLR MIN
HOOK DEVELOPMENT LENGTH
(SEE SCHEDULE)
FACE OF
CONCRETE
FOC OR POUR
JT @ STD HOOK
db
REINF HOOK DEVELOPMENT LENGTH AND BENDS0720-02-UR19 - S201 NTS db
6db
D
6db *
db
D
135 HOOK 90 HOOK*
* PROVIDE 10db EXTENSIONS IN LIEU
OF 6db AT ALL FRAME COLUMNS,
GIRDERS, SHEAR WALLS AND SHEAR
WALL BOUNDARY MEMBERS
BAR SIZE D
#3 1 1
2"
#4 2"
#5 2 1
2"
OR 3" MIN
REINF TIES AND STIRRUPS0720-02-UR19 - S201 NTS \\corp\rrm\on-site\0701\0720-02-UR19-Palm-Nipomo-Parking-Structure-(2019)\Structural\ConDocs\Sheet-Files\0720-02-UR19 - S201.dwg, S201, Apr 14, 2023 3:16pm, ALopez rrmdesign.com | (805) 543-1794
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REVISIONS
NO. DATE
DATE:DESIGN BY:DRAWN BY:
CHECKED BY:SCALESHEET NO:
watrydesign.com
San Jose, California
Irvine, California
CITY SPECIFICATION NO.
APPROVED BY:
PROJECT TITLE:
SHEET TITLE:
JOB NO.:
As indicated
CITY OF SAN LUIS OBISPO
KC
4/20/2023
SAN LUIS OBISPO, CA
CONSTRUCTION
DOCUMENTS
SKYSKY
KM
09-079 / 0720-02-UR19
CULTURAL ARTS DISTRICT PS
90435-2