7100 HARDESON RD 2021 Plans 2025-03-27

(1,2)BRONZE GRATE&INTEGRATED DUCTILE IRON FRAME TO MATCH BASIN O.D. Otak OD0000� _.. -Al . i DO, ROOD FINISH GRADE �� Otak Architects,Inc. 808 SW Third Avenuenue..Suite 300 SOLID CAP Portland,OR 97204 main 503.287.8825 www.otak.com MINIMUM PIPE BURIAL DEPTH PER PIPE MANUFACTURER (5) ADAPTER ANGLES VARIABLE 0°-360° P \PE \\ D PVC PIPE q."F aT■_. c (3)VARIABLE INVERT RECOMMENDATION(MIN. ACCORDING TO PLANS 45' BEND c °� iI �" HEIGHTS AVAILABLE MANUFACTURING REQ. .y (ACCORDING TO SAME AS MIN.SUMP 45' WYE A PLANS/TAKE OFF) • 2.wA Q , A� /• �C�.�orrAL., rsi22 l'N,,./ DRAIN PIPE v-, �, 1, SIZELAN �Y wet, END PLUG a�_ 1jc,.��N` STAMP P .J. '.i r �� �� ,,/ , CLEANOUT •� �� C4.02 NOT TO SCALE ,111� l�jlli � (3)VARIABLE SUMP DEPTH ) WATERTIGHT JOINT 1 /. i� ACCORDING TO PLANS(6"MIN. (CORRUGATED HDPE SHOWN)" , BASED ON MANUFACTURING REQ. " f• ■� 4"MIN CONSULTANT $ o 11 le 1 .w Z (4) VARIOUS TYPES OF INLET&OUTLET ADAPTERS AVAILABLE: L W 4"-15"FOR CORRUGATED HDPE(ADS N-12/HANCOR DUAL / 5 ,::.es WALL,ADS/HANCOR SINGLE WALL),N-12 HP,PVC SEWER(EX: / ` SDR 35),PVC C900/C905,CORRUGATED&RIBBED PVC VZ. THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER W GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I, O CLASS II,OR CLASS III MATERIAL,AS DEFINED IN ASTM D2321. �/ NOTES: BEDDING&BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE I.L 1. 8"GRATES SHALL BE SOLID BRASS METAL. PLACED&COMPACTED UNIFORM IN ACCORDANCE WITH ASTM D2321 a C 2. 8"BRONZE GRATES FIT DIRECTLY ONTO DRAIN BASINS WITH THE USE OF A PVC BODY TOP. G 3. DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS. 4. DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO ASTM D3212 FOR CORRUGATED HDPE(ADS N-12/HANCOR DUAL WALL). Z 5. ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0°TO 360°.MINIMUM ANGLE PER MANUFACTURER SPECIFICATIONS. 0 6. IF NOTED AS SOLID COVER PER PLAN,FRAME AND COVER SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05,MATCHING BASIN O.D.12" SOLID COVERS SHALL MEET H-20 LOAD RATING. M W 2 NYLOPLAST DRAIN BASIN WITH BRONZE GRATE CZC C4.02 NOT TO SCALE C 0 SET GRATE AT FINISHED GRADE WITH Q LL0 RECESS PER MANUFACTURER Y SPECIFICATIONS W CONCRETE PAVERS MI GALVANIZED 1.25" GRATE <cn I- ----, III l m o a e V N W J am o ° c° °1. BASE MATERIAL 0 0 0 � (nQ W ALUMINUM O O O o0 00 00 O OO�O O O�O�C AS APPROPRIATE J/ �� (� 8 VARIABLE HEIGHT i d� a �� ti '�� .�� 61 " " ti4 I L Q o SLOT GRATE FRAME w �► SO Z ; * Ii fi fj :A �� of of H� ;*0. W p0 w Q =1 11=1 11=1 I—I 1=1 11=1 I I I I 1=I 11=III=I 11E1 I I=1 I I— w �a III—III—III—III—III—III—I III=1 I I=11 I=1 =1 1=1 11=u FLANGE SPACERI 111E111-111—III-111-111 —III-11 la 11—IIIIII—I I I— TITLE III=II1-111—III—III—III—I I I I-111-1 I I—I I I—I I IIII—I I I I IIII111E1 I EIIl—III—III— I I1 I I—III—III—I 11=1 I I—III GRANULAR SOIL COMPACTED s DATE DESCRIPTION I111E111-111—I I 1-111—I 11—_ 1—11-111-111-1 I—1 I—I 11-111 TO 95%MODIFIED PROCTOR 3 HDPE DUAL I I—III-111EIII—WE'I I1—III—I I _ _ III-1 I I—III—I 11-11II I I—III srzarzozl PERMIT 2 Ali11L WALL PIPE 1 I 1—I 11—III—III—III—III—I 1 I 111—I — III-1 I I I 1—I I I—I I I—III—III—IIIIII 1/2vz022 BID ISSUE IIII-111—II1—III—III—III I1-1I1. 111E I—III—III—III-111—III—III—III—III g 111E111E111E111E111=111-1 1—III—III—III 11-1I1=111E111E111E111E111E111-111 o ��'0.5"� I I=III=III=III=III=II1E11—III=III—III=III IIIIII—III—III=III=III=III=III U II—II—U111111IIIIII„,=1j11111IIIIIiIIl1111111111 IIII iI11111IIIIIIIIIIIIIl11111111111111illllllllll 0 F/ REVISIONS 4'HDPE PIPE SLOPE IS MS,BS,AL,EH MDC ° EQUAL TO 0.5% DRAWN BY CHECK BY a BD t 3 DURASLOT UNDERDRAIN PIPE STATUSE C4.02 NOT TO SCALE 1/21/2022 E. DATE o 32880J PROJECT CT NUMBER�� tv A C4.04 Know what's below. °2021OTAK.INC, ° C811 before you dig. II Ins drawing is not 24'x 36'.it has been O. reduced/enlarged.Scale accordingly. a