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HomeMy WebLinkAboutR-393055�n7 0000000000 0000000000000000000000000000000000000000000 'd. 'd' .. d ° D �. °C.I.E I I� I d�J / � / \ cp9 o e' I d F- I� ° I;. s ^� Q .44. o w I I I.F� 23 H.P. I.E 6 / yA U I % \ \• / \ pO J ° IDS- a TIE INTd .. - .O / T J / �G� �Q I O If O 1 U �I I d _ SEE CIVILI `, \ O `� T e00 ° ° .d 35.38 35.53 �sO/` / / M �c / \ \ \ s. �•� \ P FOR,OT. PIPE i _5 ° c� ! ! _ DS I . d I.E. 35.59 1 ' 10, d g c,I.E °pkecr Y1 D TYP. n d 13. I ` `Ar IOX V �i° �� / �i� li �S ! l� �s ° 0 V.DS �I d 35.38�� \ IE INTO SD B #12 \ �s O \ � O 8 COL R PIPE L5 a r �s / I.E. 33.60� �� / �� GR \ \ ° ' - - ° s5za �\ I SEE CI O \ I W d ° I.E 3&W H P - - p CAP A D MARK CLE UTS d .P.I.E. M.P. L \ � C.I.E AT SUBG ADE, TYP. a n d H.P. LE / co 35.00 co d.. 35.59 Q S = 1 % S _ 1 % TI I CT CB #171 _ _ I e d. d f °. a ° yA C. I . E \ \ / / C. I . E. 34.40 a °I H.. I.E. O \ v \ l)' Q ' 31168 H.P. ° - - 35.97E \ l)'� \�l L] J \ lSsQ d /o �'V \�C/ /( d ° ° Ar i ��CT SO O \ \ �4��� ' 00 s' / U F \ GRA \ \ I sss \ SS PLAY FIELD / o - - U \ / / H.P. C.I. \ co .�/ /� o H.P. I Uw Q 35.00o H.P. I.U ° a I e° E8TO T ° H.P. I.E C41 d I.E. 35.5 / ZJ I I. 34. 35.27 ' o d a Y 35.50 35.54 0 �° V�� / / �° .`o R.D'a a i ��6• CocT �F.�h Q�`' �,J / a SU CE I AT o� / .Y-d of O 7=Lu II ed d 35.27 FAO, d° . °. l� .' ° \ I.E. / ° ° 35.50 d �1C d M.P. I.E. / <'�° �p e 35. .P.I. ° d. d I .46°4 H.P. I. o ° M.P., I.E I. 35.54 R D d h \ ° e 35.51� - I-° Uj • '1j� \ \ \ t3 I T - d TYP. TYP. p Q° ed d a - - - - - d cep d 6"LECTOR A 2% D D if OLLTOR A l a I aq .H.°. .eI..O U'�I° °TId T SB #15U1CAON TORM C:I:EE. I d . e al a d I -C S - 3a� �6 d. a a d .. A °' i J.E d .`+9 d 1 D oMARKd - IV ° : T1 INTO 'SDC&,° 1 e ° 8 I d .. .� . JI q'd .I e d I ° CLN UTS A� I - -L'BL..�_qSUB RWD l9P° SCHOOL a e I I� $- 8 1 e D e I C VEf a a- -e a 1 E c� I� BUILDING ° ° ° d a e ° d a: ° d � ° d _ 1 I °'. A °°.� d ry1 d °. I A d 'd. yT .I. p c` Idd NOTES: 1. CAP AND MARK ALL CLEANOUTS AT SUBGRADE. 2. COORDINATE PIPE INSTALLATION WITH PLAY EQUIPMENT FOOTINGS. 3. SEE SUBDRAINAGE DETAILS ON L500. N SCALE: 1 "=20'-0" 0' 10' 20' 40' 80' MK11c11 /MAMn IMPORT FIELD TOPSOIL - SEE SPECIFICATIONS 3/8" PEA GRAVEL ADS SINGLE WALL PERFORATED PIPE SEE PLAN FOR PIPE SIZES AND INVERT ELEVATIONS CENTER PIPE IN TRENCH. CAP ALL ENDS COMPACT SUBGRADE TO 90% z 12" MIN. N PREFORATED PIPE TRENCHING FINISH GRADE IMPORT FIELD TOPSOIL - SEE SPECIFICATONS 3/8" PEA GRAVEL SEE PLAN FOR I.E. w 6°50 Q)OoCoo° O .0-°0 Qb&�p°o° O®-80 Q,�p°o°O -III= E o 0 01I > 00 °° II III II IIIIIIOf o Q a� Ob 00 0-III III I > ° 0 0CP o o -=IIII III III °0 °o 0 III cVI ° od lI III -III IIII - III III III-IIII I- II COMPACT SUBGRADE TO 90% Scale: 1 1 /2"=V-0" 411 PERFORATED PIPE ALT. CONNECTION WHERE INVERT ELEVATION ALLOW. 90 DEGREE ELL W/90 DEGREE REDUCING SNAP TEE. 90 DEGREE REDUCING SNAP TEE OR 45 DEGREE SNAP Y AND REDUCING IK 10'-0" COUPLING AS REQUIRED NOTES: (NO SADDLE TEES) A. SLOPE CLOSEST 10' OF 4" PERF. PIPE TO MAKE CONNECTION TO COLLECTOR. 2" MIN. DEPTH, 3/8" PEA B. BACKFILL COLLECTOR TRENCH AS SHOWN IN DETAIL GRAVEL BENEATH PIPE, TYP. C/L500. C. (2) TWO WRAPS OF DUCT TAPE REQUIRED AT ALL CONNECTIONS. LATERAL TO COLLECTOR CONNECTION SUBDRAINAGE LEGEND LATERAL LINE- 4" PERFORATED ADS PIPE COLLECTOR LINE- mmiv_- ANOLAM SOLID ADS PIPE, SIZE AS SHOWN ON PLAN C.I.E. COLLECTOR INVERT ELEVATION co CLEAN OUT Scale: 3/4"=V-0" SUBDRAINAGE NOTES DO NOT SCALE DRAWINGS. cn z Q J a_ w w cn vS w Q cc 112" MIN. COLLECTOR SECTION 2" CLR. MIN FINISH GRADE MOUND BACKFILL IN TRENCH AS SHOWN IMPORT FIELD TOPSOIL - SEE SPECIFICATIONS COMPACT SUBGRADE TO 90% NATIVE BACKFILL COMPACTED TO 95% COLLECTOR LINE, SEE PLAN FOR SIZE AND INVERT ELEVATIONS Scale: 1 1 /2"= V-0" 10" ROUND VAULT BOX, FLUSH WITH FINISH GRADE IN LOCATION SHOWN ON PLAN PROVIDE 6" OR 8" WYE, 45 BEND AND ENDCAP WHERE SHOWN ON PLAN NOTES: \- COLLECTOR LINE AS SHOWN ON PLAN 1. EXTEND CAP TO SUBGRADE AS SHOWN AND LOCATE ON AS-BUILTS. 2. LOCATE CLEANOUT OUTSIDE OF TRACK OR INFIELD LIMITS AS SHOWN ON PLANS. CLEAN OUT 2. THIS SHEET CONTAINS FIELD SUBDRAINAGE INFORMATION ONLY. FOR SURFACE GRADING AND STORM DRAINAGE INFORMATION SEE CIVIL DRAWINGS. 3. VERIFY LOCATION OF ALL OVERHEAD AND UNDERGROUND UTILITIES BEFORE BEGINNING WORK. 4. DRAINLINE LENGTHS AND LOCATION ARE APPROXIMATE. STAKE LOCATIONS IN THE FIELD AND ADJUST AS NECESSARY OR AS DIRECTED BY THE LANDSCAPE ARCHITECT. 5. NOTIFY THE LANDSCAPE ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES FOUND IN PLANS OR DEVIATIONS FROM ASSUMED ON -SITE CONDITIONS. FAILURE TO NOTIFY THE LANDSCAPE ARCHITECT IN A TIMELY MANNER SHALL RESULT IN CONTRACTOR TAKING RESPONSIBILITY FOR ANY AND ALL REMEDIAL MEASURES REQUIRED. 6. REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION. maw-luei�b�.. Scale: 1 "=V-0" RECORD DRAWING THE INFORMATION ON THIS DRAWING INDICATES CHANGES MADE TO THE CONSTRUCTION DOCUMENTS AS RECORDED BY THE CONTRACTOR AND TRANSFERRED TO THE REPRODUCIBLE DRAWINGS BY THE ARCHITECT. THE ARCHITECT ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OR RELIABILITY OF THE INFORMATION PROVIDED. O � O ■� Ja }� O }+ O j 0 C a W 0 }i ■_ L O Cn Date: 10/16/19 Job No.: 21607.00 Drawn By: NIL Checked by: NH Revisions # Date Description SUBDRAINAGE PLAN AND DETAILS L500 RECORD DRAWING