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HomeMy WebLinkAbout05--C3.0 Sections and Profiles R 31J6 � 31.63 � ' ✓ � FG .....� . _. FIG i . _- ____ ____ ____ .._. .. ..-_-.... _ -__ ___ __ __ � -_. ___' ____ ___ -- _" _ _ _ _ _-_. , _ __ ___ O+O �,+��`«_ � � �"- FINALSTAIRHEIGHTL�J� � �. � � ''� �' NUMBERS TO BE VE��D __-- '�-"� \�� � � �� PRIOR TO GONSTRUG ION �� ��"^� 1 ZSLOTTED DRAIN f�ER ��� �� , 27•97 27.87 27.60 ` � °� C � '� � a DET�ILS a O o `.� .. �� ME: _, ME � .. W G M �'� o 0 0 ���� -_ � �� ?736% 3E 47.18 X 2 FOi � I � 27.27 .--' � FG I . :. -.___ ___ _ _._.__._ . -._ 26.61 " WWW.WGMGROUP.COM __--' - � _ _ _ ___31.09 �� - ' � G FG 31-09--- a. _ � � I � �m PN rn PN FG .. . __ � �' - ,: i 32I.13 ' � I C9 . . _. . FG I ___ __31� __ -- - - � , � se �� ce K ee se ..-��� 32.13 32.55__ . __._- -�31-74_-_ __ _ a830 ' ' ' ' ___ , � .... � _____ __ ______ _ __ _�^___-__ -_ ______ ^ N� af -_- ___ ___ - i �80 SiOa . _ _ _ _ __ - a � /�.. � 28.85 �I.. � ^ _ � ' MWATER INFILTRATION 2 8J � , � � �.�o �� � PEROETA s 9 � > F� � p ELIMINA �� -�-- " FG� 27.76 >� --_ �60 � I _- i - -- "� 1W � 6"PVC FROM DRY WELLS F i CONTR CTC � � ' 2909_ TOINFILTRATION - �^� FLATA EAF PLOTTED: 8/10/23 -_ .� � N � ;= �� W � LOti.2��, PICKUP SAVED: 8/10/23 '� J-'"� N N .. -�• CHAMBER i _ a ' r' � � � � �-'i � I _ ,;_: 76 ° _ i ; I �0+0 • ' _ � i _ =� ' -__'_____I' I 5.75 �y.p O i i i � - � � 25.57 ��, �31J6 ._ �____ _ ,,_-_" .. . FG 2 • .-,'. FG F� i 32.13 � 28.8 ' _� " i iW � � FG ii � _,�__ . � :. . . . _ ' -_/ ', i , __ 25.57 -� - i . 28.88 � 30.98 --- -- . - - ^ N / n Z FG 35J5 . �� � z8X ME ......�_ FG 30.79 ^J� M� � /i N� ti .ETS.WITHINFILTRATION FG '... �� ?9 --- 7 ME � �GONNEGTED TO STORM ` lc O?� " 28.86 28.82 "'"" • � � � � � ME FG nJ DRY WELL NOTES: A`L�Y��� 5 0 5 '0 �. DEPTH OF NATNE GRAVEL TO BE VERIFIED PRIOR TO DRY WELL INSTALLATION. ________________ '--S � i I ENSURE ADEQUATE DRAINAGE INTO NATIVE GRAVELS FROM DRY WELL. __-------- _ 2. �RY WELL TO BE MODIFIE�(COORDINATE WITH AN�ERSON PRECAST)AS FOLLOWS -----G------- `�--- SCALE-FEET c G G - ------ ------------ s__ c � � OR APPROVED BY ENGINEER:INSTALL TWO(2)PERF 8"PVC ARMS(10'LONG MIN.) � c _ e A� D "---_____ � EXTENDING OUT OF THE BOTTOM 1/3 OF THE WELL. �� 3. ENCASE WELL AN�PVC PIPE IN CRUSHED ROCK AND WRAPPE�W GEOTEXTILE � SEPARATOR FABRIC. a � J B � 4. ENSURE CONNECTION OF SLOT DRAIN TO DRY WELL DOES NOT COMPROMISE THE O ^' na qp �� qp --��� STRUCTURAL INTEGRIN OF THE DRY WELL. ,_______ o o i qp 5. ENGINEER TO ENSURE DRY WELL PIPE EXTENDS ADEQUATE DISTANCE INTO NATIVE to 0 ta 20 _ _ na _-__-__-________- _____�______-_ �_ � � GRAVEL SOILS. -"_x-x�_x_ SCALE-FEET 4850 � 4850 4850 � 4850 4850 � 4850 �� �� �� 4840 �� 4840 4840 �� _ 4840 4840 �� 4840 4840 EwSriNccRouNo,ivP. 4840 � W W w INLET WITH GRATE W FINIS ED GROUND,TVP. EXISTI G GROUN�,TVP. d`I aI a`I EGRESSNJINOOW WELL LOW POINT �1 � � FINISH DGROUN�,TVP. 0-'1 0-'1 �1 �� � � a� a� a� _ _____ ________ � ____ ______ ________ _ � 4830 ______________________________ 4830 _________ _________________________ 4830 --- 4830 4830 4830 4830 ___ _________________ _____6d12R ______________ --by�___ __ _________ 4830 .559• - 14.917• 18. INLET ITH GRATE,IN 1 1 1 O 1 I I 7 EGRES NJINOOW WELL LOW POINT 12X12X6 TE 14.917. 14.91 j�.�. 6�� \ L , y � PPROX LOCATION F y ��AP�P�RO�X LOOA�TIO�N OF + DRAIN� �}�,r pa,�p oF 6"HDPE @ 2.00/ � � � � SLOTTEDDRAIN SLOTTEDDRAIN SLOTTED ;,� y� C ossroFs^HOPE@2ooi < � AS MAIN _ ; GAS MAIN � 4820 Sf� j�s"iEE � -. cRoss 4820 A Q � 4820 T - 4820 4820 , � � .. 4820 L.L LV: -c� c � E-`.' 4� � � I� 1;J/_�i � 6"DIA_PERFHDPEPIPETO 6"DIA.PERFHDPE IPETO 7 EXTENDTONATNEGRAVELSOILS EXTENDTONATIV GRAVELSOILS Q Q L � � APPROX LOCATION OF� ov�o . . � O GAS MAIN EMBED PIPE IN 1"DIA.CRUSHED ROCK, EMBED PIPE IN 1" IA.CRUSHED ROCK, � ` 24"MIN.AROUN�PIPE,WRAPPEDIN 24"MIN.AROUNDPPE,WRAPPEDIN 48�� � 48�� 48�� � 48�0 48�0 � 4810 ¢$�Q NON-WOVENGEOTEXTILEFABRIC. NON-WOVENGEOT XTILEFABRIC. 48�Q � M C t / / 0+00 0+40 0+00 0+40 0+00 0+40 � �� 0+90 � DRIVEWAY SECTION A DRIVEWAY SECTION B DRIVEWAY SECTION C STORMWATER PIPE PROFILE � 2 z Z � Q DS-231 CAST IRON CHANNEL O GRATE O � 4840 4840 w GENERAL NOTES: �$ FELT EXPANSION JOINT DRNEWAv ACCESS AND MAIN7ENANCE ? 1. CONTRACTOR TO ENSURE SLOT DRAIN,DRY WELLS,AND 6" II--�� � //� w aerniNiNcwau PoaroNsourHeNooFCHnMsea � INTERCONNECTEDSTORMWATERPIPEISHEATEDWITHHEATTAPE. � I 6 � V! DRNEWAV - > N RETAININGWALL TOPOF � d' oRivewnv a� SLOT DRAIN: . , � O O 4830 - ----- -------- ------ ----- --- ----------N � 4830 � . ., . , ,, - � a 1. CONTRACTOR TO NOTE POTENTIAL LONG LEAD TIMES FOR �� � .� _ �/'► M ae.es•orCmP iz.00•@zooi PRE-FABRICATED SLOT DRAIN SYSTEM IN DRNEWAY. '-;t` '� �`�" � �� �,/J � W � 2. CONTRACTOR TO CONFIRM SLOT DRAIN DETAILS AN�INSTALLATION �Xi � � l ' PROCE�URE WITH ENGINEER PRIOR TO CONSTRUCTION. 1�_/ - `� ��^ - 1�;. SLOTTEO DRAIN PER 1 ���.I i `�.G�I �INFILTRATION CHAMBER ! )C�G�,7 �C� C�C DETAILITHISSHEET I )��,5 � (DETAIL2THISSHEEn � - �C � � 4820 ¢g20 ELEVATION NOTES: . � ���)�� -� ��U���- \ i500fHDPE1200 @2�0% .-Y �� - V ��C ��Y REVISIONS: . STA. C201 � 1. CONTRACTOR TO ENSURE POSITNE DRAINAGE THROUGHOUT �-!��L�� - � �L� � � 12X�2X6 TEE APPROX.HERE -LC : �25.98 sao'otHvoei2oo"�2.00i � STORMWATERSYSTEM. _- - ° - - - - � N0. DESCRIPnON DAie � 2. INFILTRATION CHAMBER SYSTEM CAN VARY OR BE LOWERED TO ENSURE I I I I I I I I- POSITNE DRAINAGE THROUGHOUT,BASED ON FINAL DESIGN OF SAND I I I � - ' I I 4810 I 4810 OIL SEPARATOR,SLOW DRAIN,AND BASED ON FINAL PIPE ELEVATIONS. I-I I-I _ �I I-I- #4 REBAR HORIZ. C+OC 0+90 __ 6" ' IN -I-I RECOMMENDATONB S SLOTTED DRAIN PROFILE I��I I� < Z ° -I-I -_ � � � °��� __ _ _ _ _ _� _ _ _ _ DURA SLOPE TRENCH DRAIN - - - - - -I- - - BY NDS PROJECL 20-11-14 - - - - - - - LAYOUT: 204GP I I SURVEVED: TDH - - - - - - - I #3 OR#4 REBAR STAKE I DESIGN: GF - - - - - - - - PER MANUFACTURER'S �i DRAFT: EDI - - - - E - _ _ _ _ _ _ - RECOMMENDATIONS APPROVE: ... � - - - - - - - DATE: AUGUST 14,2023 � � TRENCH DRAIN (ALTERNATIVE TO SLOTTED DRAIN) NaT Ta s�A�E � C 3 .0