360-J CS % CD/BID SUBMISSION FEBRUARY 2, Z35003 POST TRAUMATIC STRESS DIAGNOSIS (PTSD) EXPANSION & RENOVATION BLDG J WING

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1 100% CD/BID SUBMISSION FEBRURY 2, % CD / BID SUBMISSION GRDING PLN POST TRUMTIC STRESS DIGNOSIS (PTSD) EXPNSION & RENOVTION 795 WILLOW ROD, MENLO PRK, C H EE 360-J CS401

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3 100% CD/BID SUBMISSION FEBRURY 2, % CD / BID SUBMISSION EROSION CONTROL PLN POST TRUMTIC STRESS DIGNOSIS (PTSD) EXPNSION & RENOVTION 795 WILLOW ROD, MENLO PRK, C H 360-J CS601

4 RODWY CROSS-SECTION SEE LYOUT DRWINGS STORM DRIN STRUCTURE SCHEDULE STRUCTURE # NORTHING ESTING DESCRIPTION DETIL SDDI STORM DRIN DRINGE INLET SDDI-BUBBLER STORM DRIN DRINGE INLET SDDI-BUBBLER STORM DRIN DRINGE INLET SDDI STORM DRIN DRINGE INLET SDDI-BUBBLER STORM DRIN DRINGE INLET SDDI-BUBBLER STORM DRIN DRINGE INLET SDDI STORM DRIN DRINGE INLET SDDI STORM DRIN DRINGE INLET SDPOC STORM DRIN POINT OF CONNECTION - - SDCO STORM DRIN CLENOUT SDCO STORM DRIN CLENOUT SDCO STORM DRIN CLENOUT SDCO STORM DRIN CLENOUT SDCO STORM DRIN CLENOUT SDPOC STORM DRIN POINT OF CONNECTION - - SDPOC STORM DRIN POINT OF CONNECTION - - SDPOC STORM DRIN POINT OF CONNECTION - - SDPOC STORM DRIN POINT OF CONNECTION - - SNITRY SEWER STRUCTURE SCHEDULE STRUCTURE # NORTHING ESTING DESCRIPTION DETIL SSMH-1 SSMH-2 SSMH-3 SSMH-4 SSMH-5 SSCO-POC-6 SSCO-7 SSCO-POC SNITRY SEWER MNHOLE SNITRY SEWER MNHOLE SNITRY SEWER MNHOLE SNITRY SEWER MNHOLE SNITRY SEWER MNHOLE SNITRY SEWER CLENOUT SNITRY SEWER CLENOUT SNITRY SEWER CLENOUT SSCO SNITRY SEWER CLENOUT 100% CD/BID SUBMISSION FEBRURY 2, % CD / BID SUBMISSION DETILS POST TRUMTIC STRESS DIGNOSIS (PTSD) EXPNSION & RENOVTION 795 WILLOW ROD, MENLO PRK, C H 360-J CS701

5 48" I.D. DIVERSION RIDGE REQUIRED WHERE GRDE EXCEEDS 2% 2 % OR GRETER 24" I.D. B GLV. STEEL GRTE SEE NOTE 1. FRME NGLE EXISTING PVED RODWY PIPE NOTE: USE SNDBGS, STRW BLES OR OTHER PPROVED METHODS TO CHNNELIZE RUNOFF TO BSIN S REQUIRED. SEDIMENT BRRIER (STRW BLE TYPE SHOWN) SUPPLY WTER TO WSH WHEELS IF NECESSRY. EXISTING PVED RODWY 20' R SPILLWY 2"-3" COURSE GGREGTE MIN. 8" THICK DIVERSION RIDGE FILTER FBRIC ELEVTION SECTION SLIP RESISTNT MTERIL ND FINISH SHLL BE DDED TO COVERS LOCTED WITHIN PEDESTRIN SIDEWLKS CST IRON "SN. SEWER" OR "STORM SEWER" PER PLN IN THE TOP OF COVER PRE-CST GRDE RINGS S REQ'D. 3" & 6" HIGH, GROUT JOINTS 36" VRIES PER PLN #4 HOOP STEP SEE NOTE " I.D. CCESS 12" 11" 11" 48" I.D. PLN VIEW 9" 3" MIN. BSE CST IRON FRME ND COVER CONCRETE COLLR ROUND EVERY MH 12" 5" WLL STD. PRE-CST ECCENTRIC TPER 4" (MIN) WLL T&G JOINT SEE NOTE - 2 POUR BSE OVER TOP OF PIPE. SET VERTICL SECTION IN FRESH CONC. OR USE T&G IMPRESSION RING TO FORM HEIGHT S REQUIRED 6" D C PLN TYPICL SECTION 3/8" DI. NCHORS 1 E FRME NGLE HOLES FOR LOCKING DEVICE LIFTING HOLE FRME ND GRTE DDITIONL T. & G. JOINT (S REQUIRED) PIPE OPENING CST-IN PER PLNS FORM SLOPED BOTTOM IN FIELD GROUT PIPE IN PLCE FRME SIDE BR 3/8" DI. CROSS BRS T 4" O.C., TYPICL F ISOMETRIC BNDING BRS T ECH END G 3000 PSI CONCRETE NGLE FRME/SIDE BR BERING BRS: T 1-3/16" O.C. NOTES: POUR BSE IN FIELD TO SUIT 8" MIN. SECTION VIEW 12" GRID PIPING PER PLNS 1 STNDRD NGLE FRME NOTES : 1. FRMES ND GRTES SHLL SUPPORT H20 TRFFIC LODING. LL GRTES SHLL BE BICYCLE PROOF. 2. FRME ND GRTES RE HOT-DIPPED GLVNIZED FTER FBRICTION PER STM SPEC PRE-CST MNHOLE MTERIL SHLL BE MNUFCTURED TO STM SPECIFICTION C GROUT JOINTS WITH MORTR OR USE FLEXIBLE SELING COMPOUND. 3. USE POLYPROPYLENE COTED STEPS, #4 DEFORMED REBR. STEPS RE SPCED 12" O.C. VERTICLLY ND 6" FROM JOINTS. SEE SPECIFICTIONS. 4. MNHOLE SHLL BE SET TO GRDE SUBSEQUENT TO PLCING C OR PCC. DRIN GRTE CONCRETE BLOCK REGULR (FOR RES OF LOW TO MODERTE PRECIPITTION ND RUN-OFF) PROPERTIES TEST METHOD UNITS GRVEL BCKFILL (3/4" MIN.) GRB TENSILE STRENGTH GRB TENSILE ELONGTION PUNCTURE MULLEN BURST TRPEZOID TER UV RESISTNCE PPRENT OPENING SIZE RTE PERMITTIVITY STM D-4632 STM D-4632 STM D-4833 STM D-3786 STM D-4533 STM D-4355 STM D-4751 STM D-4491 STM D LBS 20 % 120 LBS 800 PSI 120 LBS 80 % 40 US SIEVE 40 GL/MIN/SQ FT 0.55 SEC -1 LESS THN 5% SLOPE PLN VIEW SECTION VIEW - HIGH (FOR RES OF MODERTE TO HEVY PRECIPITTION ND RUN-OFF) PROPERTIES TEST METHOD UNITS GRB TENSILE STRENGTH GRB TENSILE ELONGTION PUNCTURE MULLEN BURST TRPEZOID TER UV RESISTNCE PPRENT OPENING SIZE RTE PERMITTIVITY STM D-4632 STM D-4632 STM D-4833 STM D-3786 STM D-4533 STM D-4355 STM D-4751 STM D-4491 STM D LBS 20 % 135 LBS 420 PSI 45 LBS 90 % 20 US SIEVE 200 GL/MIN/SQ FT 1.5 SEC -1 GRVEL BCKFILL WTER DROP INLET PONDING HT. PLN VIEW SECTION - 100% CD/BID SUBMISSION FEBRURY 2, % CD / BID SUBMISSION DETILS POST TRUMTIC STRESS DIGNOSIS (PTSD) EXPNSION & RENOVTION 795 WILLOW ROD, MENLO PRK, C H 360-J CS702