HomeMy WebLinkAboutDRB16-0202_C3.0_1478908998.pdf / /y• / \ \ \ . .
// a / ° ° . GRAPHIC SCALE .•''o�•�° P
a // �\ 4 • 5 0 2.5 5 10 20 Ic3-7:4)::::::::3_02:2;017;:r.. .,
lai
��• ../..:••
/ /D . . . / .I • • ••-i ( IN FEET )
•
1 inch = 5 ft.
/• / ' , ,� \ • FOR AND ON B HALF OF
�P a n
a� / , S ` / \. .;
.. HIGH COUNTRY ENGINEERING, INC.
• LEGEND
CALL BEFORE
a • nd /Nooki UNCC
OUNDERDRAIN WELL yYOUDIG�� a / %Gs1-800-922-1987
4
, ..A ..
Utility Notification
11ia T a • 91 83..37,9'.- PIPE INVERT ELEVATION 4
Center of Colorado
�+• •
/ \ 1.0% PIPE GRADE AND DIRECTION >- CO CO CO
i
;; .°:'-\,, \, a 18.3' CC fY
PIPE LENGTH m
6\%.
UNDERDRAIN 4" PERF 4U Z
II
\ \\ UNDERDRAIN 4" SOLID 4ST
J� �'F �� / + WATERPROOF MEMBRANE
- �`'�\ \ \ DRAIN MAT/CORE IIIIIIIII j
y ' (10
� � % CHAINLIN < FENCE o
�` yYo /a , \ w OA .N\ as •
cc d W10 /1 a .G '• \ / ���� ` / PROTECT EXISTING WATERPROOF FLASHING BETWEEN INTERFACEm Q/
//c/1
). / \ / ' . OF PAVEMENT AND TENNIS COURTS OVER ENTIRE LENGTHCO CO
U
J CO
^� \ a. \ \ 0000\ CC CC
I'1 �.. / , •
�� l TENNIS COURTS H N 7
J� c, \\\ \\\ \ .a 24A . , \ \ \\\\ . CONNECT PUMP DISCHARGE TO EXISTING STORM DRAIN. Ca
n J INSPECT EXISTING AREA DRAIN AND CULVERT TO VERIFY ACCEPTABLE CONDITION.
0 CO
/ NOTIFY ENGINEER IF ANY EVIDENCE OF POTENTIAL INFLOW AND/OR PERCOLATION EXISTS.
/
..z./. • APPROX. EX 12" CMP INV OUT=8150.50 z N
3`//,)//7)
� , / ► A N is N N N PR 4" SOLID INV IN (SE)=8151.17
/ \ •4/ .
ED
/ \\\
-1 \
/c/;/.(7.
CONNECT PERFORATED UNDERDRAIN PIPES TO SOLID STORM DRAIN PIPE z lil o
/ / / a :ririfAr
o o
\ / a re..dv � � LT_
t 1/ \ /\\\ / \'\ :\
VBA R \ CO \ DOV \ V z
/ \ �l , \ ./ \ •. e."' • SOLID STORM DRAIN PIPE WITH HEAT TRACE\ ..
V .,,NS~; G i 4 SDR35 PVC 20 LF CP 2% MIN (ADD 3 MIN. VERTICAL) ,.., OIn• ` /
\ IL. / % REMOVE AND REPLACE EXISTING CONCRETE PAVEMENTo\ / W °° o 2
B �� AND BASE COURSE ON PREPARED SUBGRADE W/ p \ ®B� l/ �� ��rggq (SEE PROPOSED GRADING ON SHEET C2.0) w 1-' O1 Nv .. 0
. / .
\ iV eqq P-11% �Idt !l! qeo gmir►- -�rY itt•• ;! !l� ®!►mmm ®�q`r�go® i® L.ILL1S(M �► !l® �w ��qm�q: ®� ���i�mCONNECT EXISTING ROOF DRAIN TO NEW SOLID STORM DRAIN N w/ o rl �� s Nm ®mIL�Mif
!>,®d �11gg�mq�®�®��m !Pmg4a�gq®�� �a Z
1\-
''.:
S ..4 ® m �, ee ® mer- fir. Z!•„ q ®qq mqq eq !P m01 4 • �� W .. (4W
0 •m� mlr mm mm NNB►s "•v ®®® elle a LO
-Th 4» , O ZM ®•<l, mdilggNemqmm''►qm .► a®q �qq m®0, le �® ®®q m®q �" ®q®®�m1 mmgq �q� eSOLID STORM DRAIN PIPE WITH HEAT TRACE W t412 C. M . P. p. pIra
vifll 'rmdmmmq�q®®�gm,�,�m®q�mgq®mmq�mmie ,INVERT �\ '��ll/ mmlPm mmN ®®m q ® qmq m® m®q m� 4 SDR35 PVC 30 LF 2% MIN Et d O�ii!!q®mm mm ®m m® m® mq mm !
� -7dgo/m®ggm�gqmm4eq�m®qqqq�®q®qB �q®qui®d� J O d�e mq ml rq mme�� mqq® q® qqm�/®qqqqm®qo e ^i 8147. 7 / !®lae�m;��®®1tq�'�qmm�®®®mqpDgm�mgq�mm®���i;�� ! �I m oSM .� . ' �� ' l/ml�lm®®1m'�®m1q',gm®mgmqmm® ®®mggm!!q*Okgi ! 5g iiiI �I00 0 0 �lq�,l®mq,��d��q®mggmq®qm . e„ �+mq m®� mqq •,,► z N z�l03/04q♦m.>P,D mmgmggq4spa 4** OrkiftmmW ! zi!°lq.f/g�®m�m>~''���mmq�®®q�® q�ggd���mm�moay®miB ! K- _
p p ♦ p 1 eggm1r qq�qeNe 411 11111 gmmm®rm� ! . '� ii, w
• / .. -t om m�� %gymmm:®m ;" m ® ,q ' O c� Z
l �1me1irin op ar ar sm� tmq -me1,vidr eq� s PERFORATED UNDERDRAIN PIPE O
l0/0mmm 4,40,,41441� '9mmqq m reze -
/ /�61q�,lm 4�mgq®00mq4�,,® �®qqr® 3:4 qua-�,® d/ 4 SDR35 PVC 50 LF 1% MIN
O / 8/4,44_f!!! mm®r-meq qum®q m,®®®gym qui. r 2
r(-) l dsrq •�mg� . O�i1�er�� q���� ��q��m����®m®l0 ! 0.
l di/q yg4Nmgqs. ■i!r isar mggq mq tialmqq vints ! x
m m .8 mmq- omq mqm Ii A®B/ Nest.-t�q mqq mqq ttly ivi Nqq /bid 411° 4IP
1 O C� P_\ O • • ; sods,,esow�m!italvi lealem��em,-•-zweegmgN�►s�p !
p s lgve�a�swirmi dmg4,Neq,�Nmggiswemqq meq mittA ! C'�1 m mq eq eq�. ® mm 4�I Nm • ! PERFORATED UNDERDRAIN PIPE 0�,, /11P4e�q�m®qqml�gggq�..mqqiqqmqq�mmqqm/d tD / \Q / 1/ mqq eqq mqq q�. •�qq 4qqNmq meq .�®q ! 4" SDR35 PVC 34 LF Q 1% MINT-I 41441111411101141:14:11.11:114,1171:1118;0 � 14q � q1mmily• 0 0 0 N �� qmqeqemq ®mq,. !/ dreN�1°I\
O O O O �ar44m 81e marqNV;� 4Neq/ 714777: ::1.tE::: ::E' ''ft
mq mm ed gq q ! ���< J�ti
ra�mm®�mmq��.�q :: . q': �+m��4mq a®q mirq �ge . � m�s •..,...... ,�' � W7p ir
p / _��i®q. 1®q,®mg1,gq � � _,a ///lllll18 DIA. HDPE PIPE WELL PIT W/ ACCESS HATCH, J _ `� ,��CS
q4 4mNmq,� W....,
4 ®® �'q ®gymm �7q /ll/// SECURITYGRATE FRAME & SOLIDCOVER. SEEDETAIL SHEET C3.1) O - Uf 0 /ti , 'g44edr I N4 ( W
l �/��d ��gel8�® �m� � ���!_s iii%l U \RIM ELEV=8154.80 �ZI B�® �®ggdldss -sstqI��- , 4" SOLID INV OUT=8151.75 l'ei �� it mt r - 'eat llll a' 4irr' 41041 1114jaa 'dNn llll SUMP ELEV-8125.30 ASSUMED EXISTING ADJACENT TOP OF SLAB-8125.80 y� .. 010. � -� a a d��gst��� ,(� �� � `qqd� l /f3.05ZOELLER 140 SERIES SUMP PUMP OR EQUIVALENT )p p p . a . ....... s .ezl Niv ��mi� l.•......�... �;` wmlq®��/ PUMP DISCHARGE INV OUT-8151.83 /TO GRAVITY STORM DRAIN
700110
.......'...............'.......'.'' '4:..53.1 ..fr �`� � ®m/� , l )
• a ° r.���o,�o�p�'i�� �% PROVIDE MINIMUM 35 FLEXIBLE HOSE, FITTINGS, AND LIFT CABLE. U)
a v.:....... ....... 3.14 6�Nm /////I REFER TO ELECTRICAL BY OTHERS FOR POWER SUPPLY. LLI
. 311111fr
i 0 ' a °:.:: •....''.''..*::41...A.:::::::::: :::::...,............° .. .': a ::::.... a......'.....................18,r.......„..........,.,..
s • J %%%%%/ z W ..i
04111.4114041041
p . .... � 4. 0.......... d • llllll WATERPROOF FOUNDATION WALLS AT INTERFACEBETWEEN COLUMN LINE A-16 AND A-17. 0 �} - z
�:......... ... llllll INSPECT EXISTING WATER STOP AND JOINT FILLER. < a itt U W W
' </_:::) </_:::) </-11--) ....,....""..................': '.'. llllll
............. � llllll Q
/����� W USI
ciD,0
i. • •• llllll
0 � • : • ii°p TENNIS COURTS wZ to
04111104.0
pH. d0 - 0 z
illl//uioii <Q J re
re'•••�� • REMOVE EXISTING SIDEWALK TOP SLAB 0 0.
INSTALL WATERPROOFING (SEE DETAIL SHEET C3.1) a Z
O O i .
REPLACE CONCRETE SLAB (SEE PROPOSED GRADING ON SHEET C2.0) Z 0 -
ft OW 0 0 v
< 0Z0 O
EXISTING PVC PIPE AND FLEXIBLE DRAIN BELOW LEVEL 4 TO REMAIN m Z 44 O
O eh a
i<
/ IX
/ S VBA R \ C 0 \ D 0 V I \ iCONCRETE WALL
PROJECT NO.
(TYPICAL) 2151057.00
/ A I .
a
/ C3.0