HomeMy WebLinkAboutB17-0066_C213PERIME_1498500436.pdf IS
LEGENDif
EXISTING PROPOSED 06/26/17
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IN 9 5 OOI 1r Q DRIVE DESCRIPTIONS DRIVE
j // /�/� ': ->9 � 1 ` 7 \ � - N:10732.18 _` ?r: E:10426.89// / / '� • '"' AS 950- //� 4 _ E:1042_9._37// �i / /\\,� .4., \ //� DISCHARGE TO INLET I RIM=48 49/ '/ - IIPIIIIIIIII'- \ GENERAL NOTES:
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/ iiirik - ./ RIM=47.78-- �,� -- N:10720.31 �� �I 1 . PERIMETER DRAIN SYSTEM AROUND BUILDING TO BE CONSTRUCTED IN FIELD. PERIMETER DRAIN Q a a a a. 94 it 7950 . ► :► �•. 0 m m m m m
A. 111k �i�11 S ' \::: a� = ,E:10428.24 _RIM=45.38 fa a : OUTFALL PIPE LOCATION IS PROVIDED PER PLAN. Z
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/ ,d X11 N:10524.33 E:10368.23 - - - 2. ALL BUILDINGS SHALL HAVE AN EXTERIOR PERIMETER SUBSURFACE DRAINAGE SYSTEM PLACED
/ � �E:10303.50 CONNECT TO PERIM. DRAIN AT CLEANOUT '' _ __ +- - ' --r- -�N
` _ » AROUND THE OUTSIDE OF BASEMENT OR CRAWLSPACE AREAS AS RECOMMENDED WITHIN THE 0, o
/ _. 940INV.-7938.75 - 59LF OF 4 SOLID WALL G -
®�. "P-it e PROJECT GEOTECHNICAL REPORT. PER THE GEOTECHNICAL RECOMMENDATIONS THE PERIMETER DRAIN +-' o co
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h �,1 33LF OF 4" SOLID WALL . . - �� '� SYSTEM SHALL BE BURIED AT MIN. 8 BELOW THE TOPS OF FOOTINGS AND/OR BELOW THE 0 0 0 0 0
`\ .::.:� RIM 36.13 ii� a.,�� . �.. •` /\
_ PVC AT 1% MIN. SLOPE s %'�� S BASEMENT OR CRAWLSPACE LEVEL. THE PIPE SHOULD BE COVERED IN AN ENVELOPE OF PROPERLY
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co - I .. - GRADED GRAVEL. A SLOPE OF PER FOOT SHOULD BE MAINTAINED ALONG THE PIPE WHEN PLACED.
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_ `:. i:. \ THE GRAVEL ENVELOPE SHOULD BE AT LEAST 1 THICK BENEATH THE PIPE AND 4 THICK ON BOTH
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\• CONNECT TO PERIM. DRAIN AT CLEANOUT .. l�I DRAIN AT CLEANOUT im E:10369.74 �I :y ..o :rr.. .. / i SIDES OF THE PIPE. THE GRAVEL ABOVE THE PIPE SHOULD EXTEND TO THE BASEMENT OR o 0
\N INV.=7928.50 ,f .. �_ 1 - INV.=7932.75 �'�, ::. } �'� _ - _ _ I CRAWLSPACE LEVEL. GRADATION REQUIREMENTS FOR THE GRAVEL ARE 100% PASSING 2", 50%
. --r ,: r �-: 0 ): DISCHARGE TO GRADE _ - - 1 »
� �® coy ` DISCHARGE TO INLET ` : � - - '45 - 1 PASSING 1 , AND LESS THAN 5% PASSING THE NUMBER 200 SIEVE. THE GRAVEL SHOULD BE Q N
sem® 9LF OF 4 SOLID WALL _ _ � / INV.-7952.38 - - - - - - - _ z Q
car 7LF OF 4 SOLID WALL F- . 1 -`, ici - - - - - - - - - WRAPPED IN A GEOTEXTI D FILTER FABRIC. REFER TO THE GEOTECHNICAL REPORT FOR ADDITIONAL o
►1►�,�_. PVC AT 1__!7 MIN. SLOPE - --.,___-_•7,•, INV.=7938.40
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�� - - - - - - - - - - - - 3. PERIMETER DRAIN OUTFALL PIPE TO BE SDR 35 PVC PIPE PER ASTM D3034 AND SHALL BE SLOPED •- z
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� 1-- S 6_ ! G _� r - - - - - - - - - - AT A MINIMUM OF 1% TO OUTFALL LOCATION. > o > m
� : w - �'�°� --/---S ^b�O / INV.IN E =7932.50 ----____---------, , ,..;7 --=-___--
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/ w �, I - 1 BOTTOM OF MANHOLE ELEV. TBD BY MEP G d d / / ,-i .%7 -_-_-___-__I - o o o
�, - :: w f : /� 4. PERIMETER DRAIN OUTFALL PIPE SHALL BE CONNECTED TO PERIMETER DRAIN SYSTEM AT CORNER 1-
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. - �_ -i : .i / /� - - CLEANOUT AS SHOWN. cn m oil/ ��,�� _ _ 18LF OF DISCHARGE PIPE TO SUMP, e < / �/� _ _ _ - -ST - - - - I c/) _, m ol SS i � i 1 ST + a Q-Tl1/ O `9�� .: �� �� - __ -= MATERIAL AND SIZE TO TBD BY MEP i /// i - •_--: ,� \\ -ST N I 5. WHEN THE PERIMETER DRAIN OUTFALL PIPE DISCHARGES TO GRADE, IT SHALL BE AFFIXED WITH A D c� CO Q Z
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�' ' c I 1X1 SQUARE WIRE MESH SCREEN TO PREVENT CRITTERS FROM ACCESSING PIPE. n w�.;. / / CHgMON/ Ab� / CONNECT SUMP PUMP DISCHARGE TO EX. INLET A - ,/// / / \ \ ROgO 44*r / / ' w INV.=7934.25 =w- - a� `� / / / ' i / \ \ \ \ I II
_ - -E- _ _ - - _ - _/// �/ - 1�/ \� j 7 j//�,� \ \ 6. CONTRACTOR TO VERIFY LOCATION AND ELEVATION OF EXISTING STORM AT PROPOSED TIE IN o - N M d- L�
/ / ii O _ / / // / \ LOCATION PRIOR TO CONSTRUCTION. IF ELEVATION IS DIFFERENT THAN ASSUMED IN DESIGN, z
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