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EXISTING PROPOSED 06/26/17
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2 N:10820.67 1 ' / CONNECT TO PERIM. DRAIN AT CLEANOUT , RIM 55'4--- - / , - - / / / l / - - - G - - - - GAS LINE G = w
U E:1o467.88 w* X7_955 INV.=7949 90 ` /_ -
/ / I✓ i / SIGN Z• • iP - lire/ / /E:10473.54 " _ v ' /\� - - l l I / DRIVE DESCRIPTIONS DRIVE
DISCHARGE TO INLET �� -_ - -' INV.-7949.77�,i �; - SS* 7/\")((?_ _
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INV.=7951 .90 ��_ - \ d - - - o„ N:10928.78 / / / /
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,oIII o, , M!- , , - � - / / S GENERAL NOTES:
9� ® fi— t CONNECT TO PERIM. DRAIN AT CLEANOUT / 1- 1- 1-
! 9 ® s� / 1 . PERIMETER DRAIN SYSTEM AROUND BUILDING TO BE CONSTRUCTED IN FIELD. Q a a a a
I INV. 794755 / /- - / / / / N PERIMETER DRAIN OUTFALL PIPE LOCATION IS PROVIDED PER PLAN.
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� - � - - , _ _ , _� 111 9s2 ,� ® _ - - _ , / / / / z
�� -� ,�" N.10925.50 ( \ / 2. ALL BUILDINGS SHALL HAVE AN EXTERIOR PERIMETER SUBSURFACE DRAINAGE SYSTEM
;._ 1 ►- �; - �� - ►— -E:10621 .39 /
: -I--:;- - 77, , ,5, ~ 93LF OF 4 SOLIDWALL ,yam 46� 41t104
/ / \ PLACED AROUND THE OUTSIDE OF BASEMENT OR CRAWLSPACE AREAS ASo_ _=-- - - �/�'� ` CLEANOUT 7955 / / co
„�I, LI w" RECOMMENDED WITHIN THE PROJECT GEOTECHNICAL REPORT. PER THE GEOTECHNICAL o "' �"
+,,,„, PVC AT 1% MIN. SLOPE / \ S
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-.= 'l• ... : �:':. :� RIM=53.59 (� \ RECOMMENDATIONS, THE PERIMETER DRAIN SYSTEM SHALL BE BURIED AT MIN. 8 0 0 0 0 0 0
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- � BELOW THE TOPS OF FOOTINGS AND/OR BELOW THE BASEMENT OR CRAWLSPACE
2 SS" - / / \ / LEVEL. THE PIPE SHOULD BE COVERED IN AN ENVELOPE OF PROPERLY GRADED
j _ 1_ ti tea, : _ 98LF OF 4" SOLID WALL >
LOW - - S °� '� \ ( \ 4 \ / GRAVEL. A SLOPE OF $ PER FOOT SHOULD BE MAINTAINED ALONG THE PIPE WHEN > o
ROAD y ® ^ PVC AT 1% MIN. SLOPEi > _
i L it - ,� \ / \ / \ PLACED. THE GRAVEL ENVELOPE SHOULD BE AT LEAST 1 THICK BENEATH THE PIPE o
1__ - - _ —� 0 \ _\ 4E AND 4" THICK ON BOTH SIDES OF THE PIPE. THE GRAVEL ABOVE THE PIPE SHOULD 0_
j _-_-_-_=-----,_--7947- = « 7g =I. �_ /�* X952 ,� ♦ �i . /7 EXTEND TO THE BASEMENT OR CRAWLSPACE LEVEL. GRADATION REQUIREMENTS FOR a Z
_ _ -7g _ S �1 / THE GRAVEL ARE 100% PASSING 2", 50% PASSING 1 ", AND LESS THAN 5% PASSING o 0 o a
7944- - - 49�_ _ 2 �g^*tom \ o o r
I / I THE NUMBER 200 SIEVE. THE GRAVEL SHOULD BE WRAPPED IN A GEOTEXTILE FILTER o m
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- - - - 7942- - `..i4� - - - _ - -�: 9 � � a > m
-79 �E:10581 .50_ �'� S a , � '1 / FABRIC. REFER TO THE GEOTECHNICAL REPORT FOR ADDITIONAL SUBSURFACE o o o N
- - _7940- � - - -_ ,,;$ - —7,9—7- --___;171,� DISCHARGE TO GRADE -72- ' --- 7950'- ��,� °" �:- -IIJ� I � � � INFORMATION. 0 > o i
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\ - 7 7O , - RE:948. 5- -N:10832.38_7948- 794g �t! �. � \ \ I 3. PERLLEEERMTDRAIN OUTFALL PIPE TO BE SDR 35 PVC PIPE PER ASTM D3034 AND u_ o o r o a_
/ - ,3i�•� 00 \ I SHASLOPED ATA MINIMUM OF 1% TO OUTFALL LOCATION. Z
-S � f DISCHARGE i ,.•tl;.•�!: � � � ADS � �, � m � o
TO GRADE - _, .1•0):: --- . \ I Ra a m Q
7946 \ \ D�1I * 4. PERIMETER DRAIN OUTFALL PIPE SHALL BE CONNECTED TO PERIMETER DRAIN SYSTEM a� o K N Q
1 INV.=7946.53,
{ I \ GNA AT CORNER CLEANOUT AS SHOWN. V) CO Q o
II /\\ I RE:NOTE 5 /� \ I \ \
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1 1 �� I I I �' J / 5. WHEN THE PERIMETER DRAIN OUTFALL PIPE DISCHARGES TO GRADE, IT SHALL BE
II I I i \ 1 I I I I I - I \ AFFIXED WITH A 4"Xi" SQUARE WIRE MESH SCREEN TO PREVENT CRITTERS FROM 6
II I 1 / \\I \ \ J �\ / ACCESSING PIPE. z N r7
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6. REFER TO SHEETS C210-C212 FOR PROPOSED STORM SEWER SYSTEM INFORMATION. v >-2 z
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VERTICAL BENCHMARK AND BASIS OF BEARINGS: o J J .Lyj
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1 . BASIS OF ELEVATIONS: TOP OF MONUMENT FOUND MARKING THE SOUTHWESTERLY . I— z o z
CORNER OF THE SUBJECT PARCEL, ELEVATION = 7997.11 ' (NAVD88) . a , ,(1,2;1-die
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2. BEARINGS INDICATED HEREON ARE PER THE RECORD PLAT OF A RESUBDIVISION OF C13 a3 N z (~ O
TRACT D, A RESUBDIVISION OF VAIL DAS SCHONE FILING NO. 1 . o-.) L_m �' z Do L'
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CALL 811 2-BUSINESS DAYS IN ADVANCE Sheet Number:
BEFORE YOU DIG, GRADE OR EXCAVATE FOR
MARKING OF UNDERGROUND MEMBER UTILITIES
MARTIN/MARTIN ASSUMES NO RESPONSIBILITY FOR UTILITY C214
�� LOCATIONS. THE UTILITIES SHOWN ON THIS DRAWING HAVE BEEN
PLOTTED FROM THE BEST AVAILABLE INFORMATION. IT IS, HOWEVER,
20 10 0 20 40 THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY THE SIZE,
SCALE: 1 "=20' MATERIAL, HORIZONTAL AND VERTICAL LOCATION OF ALL UTILITIES
ALL DIMENSIONS SHOWN ARE U.S. SURVEY FEET PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION.