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\GRE COVER 3" E, 1 OF 2 � 24"0 MH COVER "� 316 STAINLESS STL. CDS MH CDS MH SEP ATION do FRAME (TYP. OF S ARATION SHEAR PLATE - DTL. 1-A RINGS AND SCR N OUT AS NEEDED SCREEN/SUMP rt CSEP HAMBER ON CYLI R ACCESS RCP 1300 RCP PER PLAN SHEAR PLATE (NOT 4 131313131313 INLET a ti INLET 1313°S 1313 OI BAFFLE FASTENED) _ 4 . FIBERGL S OPTIONAL\USE SORBENTS o13ESao �� SCR N/SUMP 013 .�13013o EPARA ON �° 13131300013r r Q FLOW 131313oor rrr FLOW FLOW 1 -ON ;' ACC S ° rrrr ° Q a ; FLOW a CYLIN r rrF rr VIES r 5 » o13noo1313 ° ° rrir ° r r m INLE 15" ID VARIES o131313ra13 VARIES m r s ° Too r� I CP �24" 1313 rr�� r RCP rr rrrrr OUTLET 3 3 °o ooa° r fcr OUTLET rrrrrr1 RCP rr FIBERGLASS °O 4O r rrr r F� OUTLET INLET INV. NOT TO SCALE w CDS INLET 13 rr rrr EL= PER PLAN w rrrr w OUTLET INV. w � w » ID MH, INTERNAL COMPONENTS CDS m EL= PER PLAT � 1-A m (6'-0" OD) r FASTENED WITH INLET -1 N``j 316SS FASTENERS 1 5 1"t, SEE I o SCRE SUMP 2' 11" NOTE #1 2 ACCE �- NOTES1 9 5-11` 5-11" CL CDS IGH DEPTH BELOW BELOW F-L 1. THE INTER COMPONENTS ARE SHO IN THE LEFT-HAND \4\0 g�• PIPE INVERT `G INVERT CONFIGU TION; _` ` IPLATE DTL., l� 1 I 2. TRE ENT UNIT SHALL COME COMPLETE Lb FIBERGLASS ` n 2'-0" SEE SHT. 4 SEPARATION INLE EPARATION CHAMBER, OIL BAFFLE AND EEN CYLINDER NOTES: SCREEN SUMP INV. CONSTRUCTION NOTES: PR INSTALLED; FIELD ASSEMBLY OS SECTIONS IS ERMISSIBLE. / EL PER PLAN ' • 6" ' . 1. TREATMENT UNIT SHAXL COME COMPLETE L6/ FIBERG SS 1. APPLY BUTYL MASTIC AND/OR GROUT TO SEAL COMPONENTS AND STAINLESS STL. SEPARATION SCREEN E-INSTALLED. �1MP JOINTS OF MANHOLE STRUCTURE. APPLY LOAD TO SUMP r V!'�1\ MASTIC SEAL IN JOINTS OF MH SIzCTIONS TO 5'-0" COMPRESS SEALANT IF NECESSARY. UNIT MUST BE I_D" NOT TO SCALE 2. TREATMENT UNIT SHALL BE CDS TECHNOLOGIES MODEL PMS 20_25 6'-0" WATER TIGHT, HOLDING WATER UP OR EQUIVALENT. NSG TO FLOWLINE INVERT (MINIMUM). rE RISER �� NRA T SECTIONS 2. BEFORE PLACING MORE PRECAST COMPONENTS 1. OVERSIZED CO S PROVIDED-ENSU BASE SLAB IS OR BACKFILLING, EN�RE FIBERGLASS INLET AND 1. THE TREATMENT NITS IS DELIVERED TO THE JOB SCREEN, SUMP PLACED AT INDICATED DEPTH B OW PIPE INVERT. PIPE INVERTS MATOH INDICATED ELEVATIONS SITE WITH THE S NLESS STEEL SCREEN 8 ACCESS Bw 2. INTERNAL F ERGLASS COMPONENTS & 316SS SCREEN (SOME JOBS MAPF' HAVE THE INLET PIPE HIGHER CYLINDER, FIBERGLA CYLINDER/INLET AND —' -- V�y �VI� �7y CYLINDER E DELIVERED PRE-INSTALL FOR FIELD THAN THE FIBGLASS INLET INVERT). OIL BAFFLE PRE-INS LED. NOT TO SCALE INSTALLA NS, THE GREEN PAINTED CYL DER FLANGE SHALL_F E UP FOR RIGHT-HAND CONFI RED UNITS 3. GROUT OR EXIBLE CONNECTORS TO SEAL PIPE 2. INSTALL CDS UNIT PER C SPECIFICATIONS. 1 � 1, 1 (RED F NGE UP FOR LEFT-HAND ORIENTA ONS). CONNEC NS. 3. HE TO BE EQUIPPE TO LIFT THE A O AVE GRA RINGS, BLOCKS AND/OR GROUT TO MATCH HEAVIEST PICK SECTION (9,500 TYPICAL, APPLY MASTIC ROPE OR r'1C ASA FI HED GRADE - SEAL AS NECESSARY. 11,000# MAXIMUM). VARIES 8 -0N EQUIVALENT TO SEAL ALL NOT TO SCALE RISER JOINTS 8 NA UM NOMS NA UM NOT TO SCALE NOT TO SCALE 3 ROTATE SEPARATION TSLAB TO OBTAIN INDICATED OFFSET DISTANCES 1-30"0 AND 1-24"0 MH COVER OIL BAFFLE 4'-7-" y_g•• AND FRAMES SHOULD E PER CONCRETE 24"OMH FRAME AND COVER ACCESS 6 E NOTE ° SEE NOTE O4 COUNTY STD'S. TOP CAP (TYP.), ALTERNATIVE ACCESS RISER, 5 RISER FIBERGLASS COVERS READILY AVAILABLE 8'-0" I.D. 2 SECTIONS INLET AND FIBERGLASS INLET FLANGE MHN RISER C R S TIONS TER OF 96"0 GROUT AND/OR GRADE SEPARATION INLET a OIL BAFFLE FASTENED USING 6 RINGS AS NECESSARY SCREEN /' ' °®o ° 9'-11 I 9'-7"f CYLINDER DEPTH BELOW DEPTH BELOW UMP °°°°°°°o°° ANCHORS, MIN. CENTER OF SCREEN, INLET PIPE . FINISHED GRADE ACCESS 11"t v°°O°°°o°°o°°°° (SUPPLIED BY MFR.) 28"0 SUMP OPENING INVERT (NOM.) • OUTLET PIPE EL= PER PLAN I - °ooa°°° _ INVERT (NOM.) °n°°°°°°° e 1 7 RCP p n 2'-4"0 . INLET vAf SES Q FLOW, Y \� STORM Q FL� V-2` STORM M °°° O0O°°°O DRAIN DRAIN N- PER PLAN V-7" Iii PIPE INV OUT, J ° °0000aoo° !► 9'-6" WEIR EL=PER PLAN o / °° CONSTRUCTION NOTES: — m RCP \ OO°° RCP vA�Es INLET—/ �a\ °, o A � RCP INLE RCP RCP -I p ° ° OUTLET OUTLET 1. APPLY BUTYL MASTIC AND/OR GROUT TO SEAL JOINTS OF MANHOLE STRUCTURE. 4.0'0 OUTLET q CORINGS PROVIDED APPLY LOAD TO MASTIC SEAL IN JOINTS OF MH SECTIONS TO COMPRESS SEALANT 4 -7" SCREEN \ y a IF NECESSARY. UNIT MUST BE WATER TIGHT, HOLDING WATER UP TO FLOWLINE ATTACH SCREEN TO BY PRECASTER INVERT (MINIMUM). 32" 8'-0" ID CONC. 30"OMH PER CO. STD. FRAME SLAB USING 4 ANCHOR 48"0 SCREEN, a'-11". DEPTH BELOW MH, (9'-6" OD) AND COVER (TYP.) BOLTS, (SUPPLIED BY MFR.). SEE NOTE. INLET PIPE 2. IF SEPARATION SLAB IS NON-INTEGRAL TO THE SEPARATION SECTION OF THE UNIT, INET (NOM.) 1 b" SET AND VERIFY TOP ELEVATION BEFORE PLACING MORE PRECAST COMPONENTS OR BACKFILLING. ENSURE 55" FROM TOP OF SEPARATION SLAB TO PIPE INVERT. NOTE: . M � N 3. GROUT PIPE CONNECTIONS TO SEAL JOINT. 3 -0 280 SUM SEPARATION FOR PROPER INSTALLATION, GREEN FLANGE ON SCREEN FACES SUMP SUMP OPE SLAB UP; RED FLANGE FASTENS TO TOP OF SEPARATION SLAB. 4. SET BOTTOM OF OIL BAFFLE 32" ABOVE SEPARATION SLAB FLOOR; DRILL AND INSERT BOTTOM A MINIMUM OF FOURTEEN (14)3/8" x 3-3/4" SS EXPANSION BOLTS ® 12 O.C. EQUALLY EL= ° SPACED TO SECURE BAFFLE FLANGE TO RISER WALL-(HARDWARE SUPPLIED BY �yy' MFR.). P A �� VEW � 1 M\ VEW 5. FASTEN FIBERGLASS CYLINDER/INLET TO SCREEN ASSEMBLY USING FOUR (4) SETS OF NOT TO SCALE NOT TO SCALENOTES: 1/27 x 1-1/2" SS HEX HEAD BOLTS W/ NUTS AND WASHERS-(HARDWARE SUPPLIED BY MFR.). IN THE LEFT-HANDED CONFIGURATION THE "RED" COLORED 1. THE INTERNAL COMPONENTS ARE SHOWN IN THE RIGHT- FLANGE ON THE SCREEN CYLINDER SHALL FACE UP. IN THE RIGHT-HANDED HAND CONFIGURATION-THESE COMPONENTS MAY FURNISHED CONFIGURATION, THE "GREEN" COLORED FLANGE SHALL FACE UP. IN THE MIRROR IMAGE TO THAT SHOWN (LEFT-HAND G►T �A I Gfl 7"pC /► � � �1� ��L1�' AVE. 6. DRILL AND INSERT A MINIMUM OF SIX (6) 3/8" x 3-3/4" SS EXPANSION BOLTS CONFIGURATION). ��77 �� A 1 R �� 11�-1I�CA St*1 7G � AVE EQUALLY SPACED TO SECURE FIBERGLASS INLET FLANGE TO RISER WALL-(HARDWARE 2. FOR PROPER INSTALLATION, GREEN FLANGE ON SCREEN 6.0NOT TO SCALE SUPPLIED BY MFR.). FACES UP. 7. VERIFY THAT SCREEN ASSEMBLY IS CENTERED OVER SUMP ACCESS HOLE AND 3. TREATMENT UNIT SHALL BE CDS TECHNOLOGIES MODEL PMSU 40_40 OR ADJUST IF NECESSARY; FASTEN SCREEN TO SEPARATION SLAB USING FOUR (4) EQUIVALENT. 3/8" x 3-3/4" SS EXPANSION BOLTS-(HARDWARE SUPPLIED BY MFR.). GIANONE PARK AREA 3 8. BLOCK AND GROUT SEAL TO MATCH GRADE AS REQUIRED. ffiCTM STORM DRAINAGE 1- TFATENT DALSA06 b�for CSou IU REV DATE DESCRIPTION DATE AGEN. DATE GCW ��®��N /� �y�y y� y�p�/ 11 13 NA110N VIEWDig. I D AR 1�"i•�Y�1 Vr PURIM AMTS D. SANJOAC , CALFORNIA WSCELLANRM. NOTES NOT TO SCALE �� % ALE: AS NOTED SHEET i Q"CG.C. WALLACE OF CALIFORNIA, INC. Exp _ ,_ ' SHEET N0. 28 NOT TO SCALE Exp. C- 1- = SM: SM/SH j PROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE PPROV RECOMMENDE DATE Engineers/Planners/Surveyors DRAW SH/DA OF 30 SHEET.. oi l0 - 2150 RIVER PLAZA DR., SUITE 100, SACRAMENTO, CA 95833 ��P CIVI V Oma CHECK: ROM 2 7 7- 0 01 TELEPHONE: (916) 286-7600 " FAX: (916) 286-7601 pF `�f - c), ISSUE DATE:10-20-04 PROJECT N0.