37th Street Widening Phase III Design Addendum 1

I I
iHA2
OWNER: CITY OF EVANS OWNER: CITY OF OWNER: WELLS OWNER: CITY OF EVANS
EVANS BRIANJ.
50 0 50 100 150 Feet
"' STA 11+88.~
- I'/) ADD 4' ADDITIONAL ALL MATHER ACCESS N: 1382357.33 >,
~ I TO THE EXISTING CONCRETE TRAIL~ E: 3200836.65 ( IN FEET) a,
~ I 1 inct't = 50 ~
~ ALL \NEATHER AGGREGATE_ 1\5.48 LF 21" PVC@ 0.74% I 77.
..__~ ,1~~00-~..;'-~~~_ ;. B-ASECOURSEACCESSROAO~ I
60.00 LF 36" PVC CASING
I
-95LF2i*~, - - PIPE ???@_,,Occ.7:,.4%"'-------,{-~
"ll.--- ~\ ~ .----vc@1n% - - '
r ss.~i...:, 11-too - 14' ACCESS BRIDGE FROM ABUTMENT t
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- - -~- ------ ,,
*T-O -ABUTMENT BY O
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A3 L I/ Ir
STA 10+00.00 ------ STA 13+24.43
N: 1382544.24 - , ', '"''' \ N: - 1382225.33
E: 3200864.33 ------
-- E: 3200806.13
- :---- ~----- ,a*
-1.11% ~ I ------
I I ------
'J!.>7.9 ~ FUTURE 30*
1a* AS ------ ------ --- 30' ROW I I I
TOP ( O LO F W B E F S t= T = 4 4 8 8 0 1 8 2 N . . 4 8 T 4 6 ) 1 F 8 L * = A 48 D 0 S 7 .80 R H SE M E E A G D S F W T O R A R U L L C C S O T . U N R C A R L E T P E LA NS BY -- - ' - * - ' - - ------ ------ -L x I / SEWER SA EA N S I E T M A E R - Y t!_ ,T / SSM - H;--A;-4:--~ I HP- / :~ . R s ~ o o * ~w-+---t l -R O I W - i 3 I 0 ' ' " r-- ' :
""' ------ 15' ~ STA 16+44.37 FUTURE
------ SSMHA5
------ -- N: 1381915.63 11 ROW ~="=~IF O Di
------ 1 -- E: 3200725.85 -fl I / .. ~ -0- STA 18+87.61
------ f ------ < - .- N: 1381672.39 -
i 243.24 LF 21M PVC@ 0.74% 1 8+00 -- . E: 320072 l 6.8 0
15' ALL WEATI-iER AGGREGATE ------ ------ ,, I OWNER: WEIDEMAN,
BASE COURSE ACCESS ROAD ------ I I REMOVAL & REPLACEMENT GARYW KEY MAP 0
REMOVAL & REPLACEMENT OF OF CONCRETE ROAD 0 I I z
CONCRETE DITCH W18* RCP PIPE ,,I /
;,0 * :
I/
/
:
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OWNER: ORCHARD PARK OWNER: GRAPEVINE HALLOW 1st OWNER: CITY OF EVANS - i
LEGEND:
CONDOMINIUMS PHASE 1 FG EXC ORCHARD PARK
OWNER: CITY OF EVANS
CONDOMINIUMS
[ EXISTING WATER MAIN
EXISTING SANITARY SEVo/ER ----ss----
--s
PROPOSED SEVVER SERVICE
--w
PROPOSED WATER SERVICE WI CURB STOP
P. PROPOSED FIRE DEPT. CONN. F.D..C
PROPOSED FIRE HYDRANT
) EXISTING FIRE HYDRANT l;l
PROPOSED STORM DRAIN
PROPOSED UNDERORA1N
EXISTING STORM DRAIN
6
EXISTING ELECTRIC
:t EXISTING TELEPHONE ----T----
-
EXISTING GAS
lI PROPOSED CURB & GUTTER
PROJECT BOUNDARY
OWNER: WELLS PROPOSED LOT LINE
BRIAN J. EXISTING RIGHT OF WAY
:i EASEMENT LINE
PROPOSED STORM INLET !!ii]
PROPOSED IRRIGATION (BY AUEA ENG.)
LjI
r;,,,-A
ABBREVIATIONS:
MATCH
LINE ' 22+00
AE = ACCESS EASEMENT
I I
~
I II : DE = DRAINAGE EASEMENT
UE = UTILITY EASEMENT
SANITARY SEWER LINE - A
EAE = EMERGENCY ACCESS EASEMENT
~t-==t==j:::==t===t==::t==:t===l==:::t==t:=t=-5=-=-=-=-=+t-=-=-=-=-=1-=-=-=-=-=+-t:---=-=-=-+=f=-*= -=-=--jf==-=-+-----+---~---+- --+---+----+---+--t----+1
1 ---+------+---+----+---+--t---+----+---+--+-+----+----tr----+---+---+----+----+----+--+--+-+----+---+----+------1- PROFILE SCALE: D&GE = DRAINAGE AND GRADING EASEMENT
~==1==:::-:1===1===t:===1===t===t==+==+=1t:==1===1===t:===1====i=====E=====iE====1,-==--==- ====---=--+=----=-+-=---=--+=--=----~11-=-_-_~-_--_--_-1+-----_--_--_+--t+--_--_--+_-_--_--.-,_+t-_--_--_--_+-_4----_--_+-_--_--_-1-+-----1--I--.,_+H--_- _- -_--_- -~--+-_ -_- -_- -t--t -_+ -_ -_- -_- -_ ~.,.,= ====t=====t:====~=====:;::=._-_- _-_ -t-t- _- _- _- _- _+ +- _- _- _- _ ++- ~--_- _ ++---_- _- _
I- N _:::j:+ J:- t-j--_- _- _- _- _t-1--_7 ~--_ -_t-j--_- _- _- _- _t-_- _- _- _- _7 -t- _- _- _- _- _ -_t-j--~--_-_-~I---_-_-_-_- t_t---_-_- _- _ -+--t-1 HVOERRITZ.. 11*"==550' ' U&DE = UTILITY AND DRAINAGE EASEMENT
NOTES:
4845 J W " b '
c)
II
(I)':-
1. THE SIZE, TYPE ANO LOCATION OF ALL KNO'NN UNDERGROUND UTILITIES ARE
I APPROXIMATE \1\1-tEN SHOINN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE \NORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
" ~=+===t==t==!==:t:==l==-==f===='f===f=='t='t====t~~===t===+----t---f.--t--+---+---t----f-----j---J----t---f.--f----+---t----++---t----J--+----+---f-----j--.j--------+--J-f----+----t-L- _- _- _- _- _- _ --t----J--+----+--
2. ALL SE\NER CONSTRUCTION SHALL BE PER THE CITY OF EVANS STANDARD
-_-_t-f----_- _- j-j-~--_- _f-f--_- _- _- -j-j- ~--_
CONSTRUCTION SPECIFICATIONS, LATEST EDITION.
- - 3. MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO14" BELOW FINISHED GRADE. IF
4835 4835 NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED
WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
4. ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE
NOT TO SCALE.
/
5. UTILITY SERVICES ARE SHOVJN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS Q)
SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, AND (9
4830>----+--+---! - ~---+---+---+----+---+---+---+- 4830 ARE SUBJECT TO CHANGE IN THE FIELD. z e
~
6. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL
__J
SANITARY SEWER MAINS, WATER MAINS, SERVICES AND UNOERORAINS. a..
LL
7. ALL SANITARY SEWER SERVICES TO BE4" PVC FOR SINGLE FAMILY LOTS.
MULT J..FAMILY TRACTS SHALL HAVE 6" SANITARY SERVICE AT 5=2.0%. 1-
(/) ~
8. ALL SANITARY MANHOLES TO BE 4' DIA. UNLESS OTHERWISE NOTED.
0:: 0
9. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS. C:
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTI-lER SURVEY INFORMATION. LL 0 - co
<(
I a..
10. IRRIGATION LINES SHOWN ARE FOR REFERENCE ONLY WI-IEN SHOWN ON THESE z
gg0::
DRAWINGS. SEE IRRIGATION DESIGN SHEETS BY AQUA ENGINEERING FOR FINAL
4820
DESIGN.
I
!
11. SUBDRAlN GREATER TI-IAN 8" DIA TO BE SLOTTED HOPE N-12 OR APPROVED
(/) 0 <(
EQUIVALENT, LESS THAN 6" DIA TO BE PERFORATED PVC.
50
-+--.
l----t---+---+---+----+---+---+---1-----+--+--+---+--t---+----+--+-+---I- 35.70 LF <1 " PVC@ t O . 740' 12. SUBDRAIN SERVICES TO BE 4'" PVC. !I...
4815 ,. +==:t:;J==:t===+===t:===l===t===-t-=-=++- FUTURE BRIDGE BY EGXRISOTUINNGD =5E~~E==l====~====l===t:==:E::::::::E::::=1=3=g::::=l==l====t==E=== 4815 13. PER STATE OF COLORADO NEW STATUTE, TRACER WIRE TO BE INSTALLED INITH 0(1) Q)
~~!S~:_:::..:_* 1 OTI-lERS .., ,,,,., M SA A N N I H T O AR LE Y A S N Ev D V L E O R O L P IN E E D . I T N R T A O C P E R O F W V IR A E LV T E O B B O E X B M R A O R U K G E H D T " S U E P W A E L R O '" N . G SIDE PROPOSED CD Z 3:
1J5.48 LF 21" PVC@ .74 degrees 243.24 LF 21* PV.,@ 0.74 ::, <(
I (/) > Q)
PROPOSI ED ' 74 L 36" STE L _ r 14. B S O AN LL IT A A R R D Y P S L E A W CE E D R A M R A O N U H N O D LE M I A N N F H IE O L L D E E F A O S R T P S R ID O E T E O C F T 6 IO 5t N h A F V R E O N M U F E A S R H M A IN L G L . H A S V E E E SW (/)
4810 + l-1- - = - = - = - =~ t- == - = - = . ~ + +t ~ == - = ~ == - = - = - == + = - t:= - EGXRJSOTIUNGN D- GROUND \ ' -CASING PIPE@ 0.74% 319.94 LF 21' pVC 1.12,- - 245.z; 3 L ~ r , _ T P'/--e susoRAIN ~ 1 u o - :i - 12 - ---,---t---+---+---+---+---+---l----t---+---+---+---+---+---+---- .. t . l 4810 15. B S O ER LL V A IC R E D I D N E V T E A R I T L S S I H N E T E O T M 1 A 1. N 2 H OLES SHALL MATCH CRO\JVN OF OUTLET PIPE. w ~
I ' z CHANNEL SHALL BE FORMED SO THAT THE SERVICE IS NOT SPILLING ONTO THE TO? co
OF BENCH BUT THE INVERT OF THE CHANNEL.
I ---' ~ *+--'
' ' I
CALL UTILITY NOTIFICATION CENTER OF
t) COLORADO <( C:
I ' w co
4805 . <i: 4805 CL
' -* , I (/)
r r EGL ~ i
I , I ' I ' 1 STA. 12+90.45
, ' EL - 4806 501
' I Know w11ars below.
4800 I ' STA 10 -1 0 2 -Y + R 2 9 B . F 9 E 8 , 1 I ' " 34.56 LF 8. ' * PVC SUBDRA!N @ ' 14.02% 4800 Call before you dig.
' EL. 4804.910 ' ' C.&.l..L 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
I ' DIG, GFIADE, OR EXCAVATE FOR THE MARKING Of'
' ! ' PROVIDE 12'" OPENING AROUND UNDERGROUND MEMBER UTIUTIES.
' ' ,=-+--t PROPOSED 8* SUBORAIN
====~=========t=====t==========:;*=====t=====t====~~====:.=.:.:.:.t:.~--+---+---+----1----+----+---+----+----+----+---+----+---+---+---+---+---+---+---r---+ Sheet
r-=::-J--==J+r==+==+==+==:t== ---t----t--TI--IOUGH CUTOFF WALL '
' 7.1
+----+---+---+-, STA. 12+75.2 IN\/=4799.51 ADD R1PRAP AS F:~~;l========E============~========j========j========t=================t=====================:::g=:::=:::~~====!====~f========E========================::::~::::=:==========i=================E============================~====~i====~
4 795 I --NDEAEYDLIEGDH TT OS UPBRDERVAEINNT I NETROO SAISOCNH ORFO FT DRAW
--+---t-----.+.-A S~HROFT DRAW BANK.
10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00
39 of 170

0 50 100 150 Feet
>,
( IN FEET) CD
1 inch = 50 ft.
-r: I
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l=i=~~";';=~~==!=,;~~===='==='=========![vv
MATCH
LINE 22+00 OWNER: WEIDEMAN, oG
GARYW
I!
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0
OWNER: WELLS lF <( 0
: -72.30 12* PVC@2.80% I- +
BRIAN J. SSMH A6 (/) ;i;
) SSMHA7
KEY MAP
STA23+23.30 z c i
N: 1381665.43
E: 3200291.15
--
LEGEND:
EXISTING WATER MAIN
--
----ss----
EXISTING SANITARY SEVVER
---s
PROPOSED SEWER SERVICE
s --w
PROPOSED WATER SERVICE WI CURB STOP
PROPOSED FIRE DEPT. CONN. FDC
,.__
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT -'
PROPOSED STORM DRAIN
PROPOSED UNDERDRAIN
EXISTING STORM DRA!N
,.._._*:.*. EXISTING ELECTRIC
-.-.-:.,.
.. .. .. .. .. ----T----
EXISTING TELEPHONE
OWNER: WELD COUNTY = EXISTING GAS
PROPOSED CURB & GUTTER
SCHOOL DISTRICT NO. 6
PROJECT BOUNDARY
~
PROPOSED LOT UNE
EXISTING RIGHT OF WAY
EASEMENT LINE
PROPOSED STORM INLET
I PROPOSED IRRIGATION (BY AUEA ENG.)
SANITARY SEWER LINE -A
I
ABBREVIATIONS:
==================.
PROFILE SCALE:
HORIZ. 1"=50' AE = ACCESS EASEMENT
VERT. 1~=5'
DE= DRAINAGE EASEMENT
UE = UTILITY EASEMENT
EAE = EMERGENCY ACCESS EASEMENT
O&GE = DRAINAGE AND GRADING EASEMENT
U&DE = UTILITY ANO DRAINAGE EASEMENT
4855
NOTES:
1. THE SIZE. TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
I -
APPROXIMATE \M-IEN SHO\NN ON THESE DRAv\'INGS. IT SHALL BE THE
- RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
4850 4850 UNDERGROUND UTILITIES 1N THE AREA OF THE 'h'ORK BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
I
APPROXIMATE - UNDERGROUND UTILITIES.
"' 0 0
0 EXISTING GROUND""""\ _,- - - 0
+ - ... -- II + 2. ALL SEWER CONSTRUCTION SHALL BE PER THE CITY OF EVANS STANDARD
N
N 11 ~ CONSTRUCTION SPECIFICATIONS, LATEST EDITION.
4845 - --- _l--- 4845
<( <( 3. MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO14* BELOW FINISHED GRADE. IF
(/) I I (/) NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED
I I v\'ITHIN VEHICLE OR BICYCLE 'II/HEEL PATHS.
I I 4. ALL WATER FITTINGS AND VAL VE$ ARE ONLY GRAPHICALLY REPRESENTED AND ARE
---- I I NOT TO SCALE.
-- _i.-- -
4840 ---- I * *. I 4840 5. UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS -Q)
- ' SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, AND (!)
- - - - I I ARE SUBJECT TO CHANGE IN THE FIELD. z ~
11
,_-- -- - _i-- - II I I 6. MAINTAIN 10' HORIZONTAL AND 1a* VERTICAL M!NlMUM SEPARATION BETVI/EEN ALL _J 0
I I SANITARY SEWER MAINS, WATER MAINS, SERVICES AND UNDERDRAINS. t...
4835 -*r -- ,,.,--- _c- I I I I I 4835 7. ALL SANITARY SEWER SERVICES TO BE 4* PVC FOR SINGLE FAMILY LOTS. LL Cl.
-
I .I II MULTI-FAMILY TRACTS SHALL HAVE 6" SANITARY SERVICE AT $=2.0%. 1-
=-- -- / \ I I II I I I 400.0o' LF 12" PVC@ 0.24% ,..; 8. ALL SANITARY MANHOLES TO BE 4' DIA. UNLESS OTHER\MSE NOTED. (f) ~
4830 . f .. - : EXISTING - ->-- - I11 I I 1 1 I I 1 I I 1 I I I I I I I I ...! - - -- - - - - - 40 I 0 .0SU' 8" ' pv?; SUB .b _Q . R AIN _ _@ j 0.22 ;o J; _ - . ~ ,. -- U ( : w / , J : ) 9. R UT E I F L E IT R Y T E O A T S H E E M E P N L T A S T , F O O T R H L E O R T E A A R S E E A M S E , N T T R S A . C A T N S D I Z O E T S H , E E R A S S E U M RV EN EY TS IN , L F O O T R M D A IM T E IO N N S . I ONS, L 0 - : L : < 0 ( - C co
1------+------a-!ll W ~ J GROUND I I I r-sTA E . X = . 2 4" s W -+ A a T a E s R s I j I I I I I I 1 1 I lli 4830 10. D D IR R E R A S I V G IG v A 1 N N T . I G O S N . L S IN EE E S IR S R H !G O A W T N !O A N R D E E F S O IG R N R S E H FE E R E E TS N C B E Y O AQ NL U Y A W EN H G EN IN S E H ER O I W NG N O FO N R T H FI E N S A E L Z I O 0:: Cl.
t:l 11 TOPt4829.7 II 11 I I Q_J I
I ; 11. SUBDRAIN GREATER THAN a* DIA. TO BE SLOTTED HOPE N-12 OR APPROVED
"' I I I I I I EQUIVALENT, LESS THAN 6" DIA TO BE PERFORATED PVC. (f) 0 <(
I I .I I ! .! - I I - 5 (.)
4825 1---,,~--+---+---~ * 4825 12. SUBDRAIN SERVICES TO BE 4" PVC. t...
. @1,fQOO I 0(1)
Q)
1-----l-------+---+--- -+ -+ - - -- - + - ---+-. 1 * , , +--------+--* * o ~1----4- . * * I 2 S 4 . 5 9Lf12"PV * 1 I ~-~% !- ~ - - -~ - = + = - : - - :: - '- + = - t - -= - = - = + - t= -- = + =1 l - := - = + - = - = + t: - = - = - t J = - = - = - t= - = -! 1 = - :1 - = - = + ! = - t= - ==t==-i:===-===t:= f----f---+---+----f-_-_ -_ -_ 77 -_ -_ -_ -_ --++ -_ -_ -_ -_ -_ ++ -_ -_ -_ -_ -_f-f--_ -_ -_ -_ 77 -_ -_ -_ -_ -_ -++ -_ -_ -_ -_ -_ ++ -_ -_ -_ -_ ---- 13. M P S E A A R N N I H S T O T A A R LE T Y E A S O N E D W F C E LO O R O L L O P IN R E E D A . D I T N O R T N A O E C P W E O R S F \ T N V A IR A T E L U V T T E E O , B T B O R E X A B M C R E A O R R U K \ G M E H R D T E " S U T E P O W A B E L E O R N I " N . G S T S A ID L E LE P D R W OP IT O H S ED mz ~
* ' .-R. "_;_'~"cc.(R)-=+'-*~_o ___ t-------+------+---+---+----+---+---+-----,--
* --253.9~r~. . p+\/C- -su-s~O- -~- --;:::+ --+---+----1---,---+----+---+---+--+---+----1--- f-- - -1- , ---- - ,--- - -tf- - -::_ + -::_-: - :_- - ::_- - =il: + :_-::_ - -::_ - -::_-::_--1--::_-::_-::_-::_-::_t-::_-::_-::_-::_-::_t-::_-::_-::_-::_-=i+:_:::_:::_:::_:::_+l::_:::_-::_-::_-::_t-::_:::_:::_-::_-::_t-::_-::_-::_-::_-=it::_-::_-::_-::_-::_-:j_-::_-::_-::_-::_-::_t-::_-::_:::_:::_:::_j:_-::_-::_-::_-::_~/l::_-::_-::_-::_-::_-:j_-::_-::_-::_-::_-::_t-::_-::_-::_-::_-::_j:_-::_-::_-::_-::_-=it::_-::_--I ~~
14. SANITARY SEWER MANHOLE IN FIELD EAST SIDE OF 65th AVENUE SHALL HAVE en
BOLLARD PLACED AROUND MANHOLE FOR PROTECTION FROM FARMING. SEE
4820 ' 4820 BOLLARD OET AIL SHEET 11.2 ~UJ
' "
z
~3.64 LF 12" PVc @2.96 a ....I 15. C SE H R A V N I N C E E L I N S V H E A R LL T S B E IN F T O O R M M A E N D H S O O L E T S I-I A S T H A T L ii L E M S A E T R C V H IC C E R I O S W NO N T O S F P O IL U L T IN L G ET O P N IP TO e. THE TOP UJ c ~ o
_43 .,OLF21*PVC @ .74 degrees/4 "- 43.65 LF 8" PVC SUBDRAIN@ 3.53% ::C,* OF BENCH BUT THE INVERT OF THE CHANNEL.
~
_ - ' *+--'
' <( CALL UTILITY NOTIFICATION CENTER OF
4815 --- .. .._ 7 .30 LF 12 PVC@ .80% ! ' 4815 COLORADO <( C co
UJ
a..
71.28 LF 8" PVC SUBDRAIN@ 3.49% en
~ i
4810 Know whars below.
Call before you dig.
t---t---1------i-----t--- - ---~---+---+----t---t---+---+----t---~--+---+----t----1---t---+----t----+---+--- - --t---t---t-----i-----t----+----+-
l----+--+---l----+--+--+---l---+---+---l---+---'----1----+---+---1----+--+--+---I---+---+---
CALL 2 BUSINESS DAYS 1N ADVANCE BEFORE YOU
D!G, GRADE, OR EXCAVATE FOR THI;: MARKING OF
UNDERGROUND MEMBER UTILITIES.
r:===r===1===1===+==+==+==+===1===*~==1===+==:::t==+==+==t===l===1===1=--==+==+==+==t:==+===1===1-===t===+
t-1----t----+---+-----+---+---+---1---~1---~'---+--~*- -~*1----+---+---+---+---+---+----f----j-- ---1-----j--- - t - - + -- - - - + -+ f- - -_ - - _ - -_- - _- + --If- - -_ - -_- - _- + _-/-+ - -- - -_ - -_- + _-_+ - + - --- - _- - _-_ -- _,+tt--_-- _-- _-- _- - !-- + 1--_ - - _- - _- - _- / + -+- _- - _- - _- ~ _- _ +- +----~_- _-' _f - _ - t - : - *= - = - = + = - - - = - 1 - f- + := - = - = - = + + - = - = - = + == - t - = - = + = - -- - 1 - -- 1 -- * 1 - - - - + -t- - - - -+ - - +-----l----+----+----t-----; Sheet
48050------j- 4805
---f---l---1---+--+--l---l---l----t---+---+--+--+---+---+--+--+---l---1----l--+--+--+---+---+--+--+--+--+--l---l----+----+---+---+--+--+---+--+--+---+ --r----+---+----+---+---+--- - 7.2
22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 33+00 34+00
\. 40 of 170

~
0
50 0 50 100 150 Feet
( IN FEET)
1 inch = 50 ft.
OWNER: \NEIDEMAN,
GARYW
"'
,-.;
SSMH A12
SSMH A11 7
STA 38+93.83
STA 34+93.83 N: 1380107.40
E N : : 3 1 2 3 0 8 0 0 2 5 6 0 2 7 . . 6 4 2 0 E: 3200262.97
ii
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F===,;s:,,s-::.. ,,i,l 4 oo
10 I
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1- + -
110 r" 1U9::::::::{r):JUa I l':O ?HP qm, ]HQ I t 3U9 1 :JI:!!(/) ~:::i1H(I I 11H9*
KEY MAP
.... .. .. SSMH .. A15 z 0
B"CIP /1963) "
, f\VC:1 I STA 46+60.43-
* N: 1379430.72
E: 3200173.58
ss2t r
LEGEND:
EXISTING WATER MA1N
----s.s-----
EXISTING SANITARY SEWER
PROPOSED SEWER SERVlCE --s
--w
PROPOSED WATER SERVICE WI CURB STOP
FDC
PROPOSED FIRE DEPT. CONN.
"'
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT it
PROPOSED STORM DRAIN
a PROPOSED UNDERDRAIN
EXISTING STORM DRAIN
EXISTING ELECTRIC -
----T----
EXISTING TELEPHONE
EXlSTING GAS
PROPOSED CURB & GUTTER ----
PROJECT BOUNDARY
,_
PROPOSED LOT UNE
EXISTING RIGHT OF WAY
EASEMENT LINE
SANITARY SEWER LINE - A
PROPOSED STORM INLET
PROPOSED IRRIGATION (BY AUEA ENG.)
ABBREVIATIONS:
+---t--t-t---+---+---+---+---+---+---f---+---+---+---+----+---+---+---f---f--l---+---+---+--+---+---+---+---f------+---+---+---+---+---+---+---f-----+----+t----+---+---+---+---+---f---t---+---+-------t------ -
AE = ACCESS EASEMENT
DE= DRAINAGE EASEMENT
UE = UTILITY EASEMENT
EAE = EMERGENCY ACCESS EASEMENT
D&GE = DRAINAGE AND GRADING EASEMENT
U&OE = UTILITY ANO DRAINAGE EASEMENT
NOTES:
/ I \
' '
' I I ' I 1, THE SIZE, TYPE ANO LOCATION OF ALL KNOVVN UNDERGROUND UTILITIES ARE
APPROXIMATE IM-IEN SHO'v\'111 ON THESE ORA'NINGS. IT SHALL BE THE
4865 ._...._ . . g= - = - t + == - = - + - = f- = - + - = + =t - + - = - = + += - = + = - t= - = -* = = * = - = - l > == - = - t - = - = - - + :i= - , - _ - _ + =: - -= - - - = + -= - - - = - .t + -= - -= - - - = - - + =- - :1 - _ - ; + =- - = - - APPROXIMATE . *+---f----ll---+---+---+---~--+---+---f---+---+---+---+---1 RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
4865 UNDERGROUND UTILITIES IN THE AREA OF THE 'NORK. BEFORE COMMENCING NEW
EXISTING GROUND
+ CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNO\NN
I N UNDERGROUND UTILITIES.
_ ... - fl I/ L I I +
ID 2. ALL SEWER CONSTRUCTION SHALL BE PER THE Cl'TY OF EVANS STANDARD
- _, - - e- - 11 1 f 1 I 't---,. -...J --- PROPOSED st CONSTRUCTION SPECIFICATIONS, LATEST EDITION .
_ - - I GROUND
L 4 - 8 C 6 : 0 .. .:C.:::..::-+---t--+--+---t--t-f---+---+---+--+--,o=~'F-'-----+--+--+--+ . - .- - - - - t---f---+---+---+--,'f-1+'-T'.::OP>:_-:::";' s c T1A : 6 ' ", degrees ,W.,,, ' .., C eToER' : " ' " _ '- ' -'4--+-H-+--+--t---f---+f---t---+--'~- I _1/ ~ --- ;:: 4860 3. MANHOLE R!M ELEVATIONS ARE TO BE ADJUSTED TO r.~ BELOW FINISHED GRADE. IF
I - ' ' I I 1!5"RCP 11 NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED
V\nTHIN VEHICLE OR BICYCLE WHEEL PATHS.
11 11 '-STOA*N--1V+"6"6'"."1 1 ~ r--
'I- 1 -----
1I 1 1 11 EXISTING - 4. ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE
- l1I I I I I GROUND I'"---- -.. , ---- NOT TO SCALE.
i---
,1 11 11 ---.. _,
4855 _- - 11 Lsa-TWA,,T,E.R,, ,., f f --.. - I ._ 4855 5. UTILl'TY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS -(])
i-.:-:::.=-=:...t---t-~-=""..f-=--=-+--+--,1+,t ---+-+--+----f--"---l-1- +--+--+--'f----,--1- +----+--+---1--"IUIt ---f-TOP*4''8'9 -h,rt-,-+-+-_.'..--+--t---+-_j_-+--+--'---+-+--+-+l11f---+--t--+--'---+--+--t--+--=-=-=+-_--1-...cci--==-, SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, ANO C)
ARE SUBJECT TO CHANGE IN THE FIELD. z
t.e:=
11 II II --
II 11 II II S. MAINTAIN 10' HORIZONTAL ANO 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL - _J
SANITARY SE'v'JER MAINS, WATER MAINS, SERVICES ANO UNDERDRAINS.
II 11 II II a.
LL
4850 II 11 !! ~I 4850 7. All SANITARY SEWER SERVICES TO BE 4H PVC FOR SINGLE FAMILY LOTS.
MUL Tl-FAMILY TRACTS SHALL HAVE 6~ SANITARY SERVICE AT 5=2.0%. I- oes
II ::
~ ii II (/)
8. ALL SANITARY MANHOLES TO BE 4' DIA. UNLESS OTHERWISE NOTED.
0:: 0
tfJ 11 11 II II ,..
C:
9. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, u:::
iJi II 11 II II ~ UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 0 -co
II II II II <(
4845 w w I I w w 4845 10. IRRIGATION LINES SHO\!VN ARE FOR REFERENCE ONLY 1/1/tiEN SHOVv'N ON THESE z I a.
f--~+---lt-'"''--+--+--+---t'-l i '+ i --__Jf---+---+---+--__J--+--./-----t----l---------l----1---+---f---+--l'-l'>l--- i + i ---J.--+L!.-./------.-J---J__-.......J----l---+---f---+---+---+---J.--+--J.-ll----t--.-J--I -+------l---L--.L.-.......jf---+--+--+---+---=e:-1-..:..::::....:..::..-j DRA'NINGS. SEE IRRIGATION DESIGN SHEETS BY AQUA ENGINEERING FOR FINAL 0::
II II ~ DESIGN. oO
II 11 II II lli 11. SUBDRAIN GREATER THAN 8" DIA TO BE SLOTTED HDPE N-12 OR APPROVED _ _J I
I I I I I I I I EQUIVALENT, LESS THAN 6~ DIA. TO BE PERFORATED PVC. (j) 0 <(
50
I I I I I I I I
4840 11 11 !I II 4840 12. SUBDRAIN SERVICES TO BE 4~ PVC. s...
0(1)
I I I I I I I 13. PER STAtE OF COLORADO NEW STATUTE, TRACER WIRE TO BE INSTALLED WITH
s(]:)
I I
SANITARY SEWER LINE. TRACER VVIRE TO BE BROUGHT UP ALONG SIDE PROPOSED Ill Z
I I I I I I ' II
MANHOLE AND LOOPED IN TOP OF VALVE BOX MARKED HSEV>JER".
::::, <(
> (])
4835 I I I II I I f I1 4 9 - o -" .o ' o . " L ': ' 1 + 2 = * P ~ V :: C - @ -: 0= .2 2 ~ ,, :ti , ,: ! , LL:J::::f::::t::::::::~:::}~~~~2f!3~40~.0[0~ LF ~12 I =* P~V~C =@=0 I . 2=2%~ ====+====+ _ = ~~ _ ~ f~ _ ~~;::t:::i:: :: - :: - ::t , : - :: - ~t: - ::i - :3 - 3 _ r , 6 - .6 - oL 1 ~ L -3 ~ 3 F 3 . . I~ 3 3 1 L 2 F ~ 8 - '1 PI ' v V c s ~ u ~ sc cI i' I ] W @ N@ ~ _ 0. o l ~ degreesi5 . '! 2_ o_ ~ . _2 * ' ~_ _ ~ _ _::: _~ - :_: - ::_~ - :_::: f_:: :~ 4835 14. B B S O O AN L L L L IT A A A R R R D D Y P D S L E E A T V C A J E I E L D R S A M H R A E O N E U T H N O 1 D 1 L . E 2 M I A N N F H IE O L L D E E F A O S R T P S R ID O E T E O C F T 6 IO 5t N h A FR VE O N M U F E A S R H M A IN LL G . H A S V E E E ( ~ j) w (/)
' 400.00 LF 12* PVC@ 022% I I I I - 338.26 rL* a* PVC SUBDRAii_lN@ 0.2Bi'io/o[-==--==f::..::=-r:=-=:-=-=-f=c=,-dh~-,---t---t---~=~T=-==-cr=-=-F-=--=f----j---f---t---+..:..:=.::.,
400.00 LF 12N PVC@ 0.24% I .l I - -- -~. - - -= -~ -\ - - - --,- I 1 -*- ,- - 15. SERVICE lr-NERTS INTO MANHOLES SHALL MATCH CRO\NN OF OUTLET PIPE. -w -~
=== := ==LL == ! -I= ----- ---------f------ ~ --*f-------401.6BLF8NPVCSUBDBA~@D.?[%_ _____ ~ --- -- .J. - CHANNEL SHALL BE FORMED SO THAT THE SERVICE 15 NOT SPILLING ONTO THE TOP co
OF BENCH BUT THE INVERT OF THE CHANNEL
4830 --->-------,..---- ,---------- -90.00LFB"PVCSUBORAIN@0.44% w 4830 ~
CALL UTILITY NOTIFICATION C"ENTER OF
COLORADO <( C
w
r---t---itcr---+--+--t----+--+--+---1--+--+---1---+---t---t---+--f---t----+--+--+---+--+--+---i---+---t---t---+--+--t---+-----t----t---t---t---1---c----t---t---+--"'7"'--t---t---t---t----t---t---t---;z.:::*---1 co
a..
~ ~
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4825 4825 Know wtiars below.
Call before you dig.
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILmES.
Sheet
4820 I I 4820 7.3
I i
34+00 35+00 36+00 37+00 38+00 39+00 40+00 41+00 42+00 43+00 44+00 45+00 46+00
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