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Home My WebLink AboutREVISED 43 Balboa Coves Seawall DWGS for CDP 04-01-20PM A C o n s u l t i n g , I n c . Co n s u l t i n g S t r u c t u r a l E n g i n e e r s 28 1 6 1 C a s i t a s C t . , L a g u n a N i g u e l , C A 9 2 6 7 7 Ph o n e : ( 7 1 4 ) 7 1 7 - 7 5 4 2 E- M a i l : P . P e t r o v @ P M A - B G . c o m RE I N F O R C E & R A I S E T H E E X I S T I N G S E A W A L L LO C A T E D A T : 43 B A L B O A C O V E S NE W P O R T B E A C H , C A 9 2 6 6 3 MA R K B O G H 43 B A L B O A C O V E S NE W P O R T B E A C H , C A 9 2 6 6 3 SW-0 PM A C o n s u l t i n g , I n c . Co n s u l t i n g S t r u c t u r a l E n g i n e e r s 28 1 6 1 C a s i t a s C t . , L a g u n a N i g u e l , C A 9 2 6 7 7 Ph o n e : ( 7 1 4 ) 7 1 7 - 7 5 4 2 E- M a i l : P . P e t r o v @ P M A - B G . c o m RE I N F O R C E & R A I S E T H E E X I S T I N G S E A W A L L LO C A T E D A T : 43 B A L B O A C O V E S NE W P O R T B E A C H , C A 9 2 6 6 3 MA R K B O G H 43 B A L B O A C O V E S NE W P O R T B E A C H , C A 9 2 6 6 3 SW-1 SINGLE LAYER REINFORCING: DOUBLE LAYER REINFORCING: MAXIMUM OFFSET BEND PRINCIPAL REINFORCINGTIE OR STIRRUP 180° HOOK 90° HOOK 90° HOOK 135° HOOK 180° HOOK PM A C o n s u l t i n g , I n c . Co n s u l t i n g S t r u c t u r a l E n g i n e e r s 28 1 6 1 C a s i t a s C t . , L a g u n a N i g u e l , C A 9 2 6 7 7 Ph o n e : ( 7 1 4 ) 7 1 7 - 7 5 4 2 E- M a i l : P . P e t r o v @ P M A - B G . c o m RE I N F O R C E & R A I S E T H E E X I S T I N G S E A W A L L LO C A T E D A T : 43 B A L B O A C O V E S NE W P O R T B E A C H , C A 9 2 6 6 3 MA R K B O G H 43 B A L B O A C O V E S NE W P O R T B E A C H , C A 9 2 6 6 3 SW-2 A