HomeMy WebLinkAbout51-23 Construction Plans 5-8-2024 Stamped IDAPA -58-01.08.542.07
Separation of Potable, Non-Potable~ and Raw Water Pipelines Water Notes General Notes O� F_
CITY OF A'
07. Separation of Potable,Non-Potable,and Raw Water Pipelines. The requirements for the 1. ALL CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH TEN STATES STANDARDS,THE 2020 1. THE CONTRACTOR SHALL HAVE A CURRENT SET OF CONSTRUCTION PLANS STAMPED BY THE ENGINEER r fyJN FALLS
protection of potable mains from contamination by non-potable pipelines are described in Subsections 542.07.0. '�"+°-- ' oo
E IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION,THE CITY LE TWIN FALLS REVISIONS 70 THE 2020 WTH AN APPROVAL STAMP BY THE CITY AND DEQ AT THE WORKSITE.
through 542.07.c.Far the purposes of Subsection 542.07,the term pipeline applies to both mains and services.The 4., V
Department will use the Memorandum of Understanding with the Plumbing Bureau as guidance in determining the ISPWC,THE UNIFORM PLUMBING CODE,AND ALL OTHER APPLICABLE AGENCIES UNLESS OTHERWISE SHOWN.res 2, ALL CONSTRUCTION SHALL CONFORM TO THE 2020 IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION,
IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR i0 BE AWARE OF THE CONTENTS OF THESE SIDS. ICI
relative ponslbilitiea for reviewing servicelines.The conditions of Subsections 542.07.a.and 542.07.b.shall apply THE CITY OF TWIN FALLS REVISIONS TO THE 2020 ISPWC,AND ALL OTHER LOCAL,STATE AND FEDERAL
to all potable services constructed or reconstructed afterApr1l 15,2D07 and where the Department or the QLPE Is the 2. ANY CONFLICT WITH EXISTING UTILITIES SHALL BE IMMEDIATELY CALLED TO THE ATTENTION OF THE ENGINEER. AGENCIES WHICH ARE APPLICABLE UNLESS OTHERWISE SHOWN.
reviewing authority.Raw water pipelines must he protected from contamination from non-potable pipelines,and C/3 y
must not contaminate potable pipelines.They shall therefore meet equivalent separation distances shown below J. COMPONENTS,MATERIALS AND DISINFECTION CHEMICALS INCORPORATED INTO POTABLE WATER SYSTEM 3. THE CONTRACTOR SHALL TAKE ALL NECESSARY AND PROPER PRECAUTIONS TO PROTECT ADJACENT PRO- •0 ,i i• 4r. i-I w it
from either potable or non-potable pipelines. (4-4-13) INSTALLATIONS,INCLUDING SERVICE LINES,MUST BE COMPLIANT WITH ANSI/NSF STANDARD 60/61. PER77ES FROM ANY AND ALL DAMAGE THAT MAY OCCUR FROM RUNOFF AND OR DEPOSITION OF DEBRIS Fps" {` ;.QQ'" py a
a. Parallel installation requirements. 4. ALL FITTINGS SERVICE LINES VALVE BOXES AND LIDS,SHALL BE OF MATERIALS AND CONSTRUCTION RESULTING FROM ANY AND ALL WORK IN CONNECTION WITH SITE CONSTRUCTION.THE CONTRACTOR,AND $
W (5-8-09) EACH SUBCONTRACTOR,SHALL BE RESPONSIBLE FOR THE CLEAN-UP AND REMOVAL FROM THE JOB-SITE CF -Q�v
APPROVED BY THE CITY OF TWIN FALLS.FLOW-MEASURING DEVICES INTENDED FOR POTABLE USE SHALL ANY TRASH OR EXCESS MATERIAL CREATED BY THE PERFORMANCE OF THEIR WORK.SUCH MATERIAL SHALL S (tea g
T. Potable mains in relation to non-potable mains. (5-8-09) BE NSF CERTIFIED PRIOR 70 INSTALLATION. BE PLACED IN A DUMPSTER OR SIMILAR DEVICE PROVIDED BY THE CONTRACTOR OR TRANSPORTED FROM
(1) Greater than ten(10)feet separation: no additional requirements. 4-4-13 5. CONTRACTOR SHALL PROVIDE APPURTENANCES TO PERFORM PRESSURE TEST AND DISINFECTION AS THE JOB-SITE.
( ) REWIRED BY STANDARDS. 4. RECORDED AND/OR FILED SURVEY MONUMENTS EXIST WITHIN THE LIMITS OF THIS PROJECT IT IS THE
(2) Ten(10)feet to six(6)feet separation:separate trenches,with the bottom of the potable main above 6. CONSTRUCTION SHALL NOT INTERRUPT SERVICE WITHOUT PRIOR CITY APPROVALS AND PROPER NOTIFICATION. CONTRACTOR'S RESPONSIBILITY TO PROTECT OR HAVE REPLACED ANY DISTURBED/DESTROYED MONUMENTS.
the top of the non-potable main,and non-potable main constructed with potable water class pipe. (4-4-13) TEMPORARY SERVICE FEEDS MAY BE REQUIRED AND MUST HAVE PRIOR AGENCY APPROVAL,ANY SHUT-OFF City of T W In Falls
OF WATER SERVICE DURING INSTALLATION OF NEW SERVCE AS WELL AS ACCESS AND OTHER UTILITY FEEDS 5. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY HORIZONTAL AND VERTICAL TRANSITION BETWEEN NEW IIc�yy 0
(3) Leas than six(6)feet separation:design engineer to submit data to the Department for review and TO EXISTING ADJACENT FACILITIES SHALL BE COORDINATED WITH AFFECTED USERS BY THE CONTRACTOR CONSTRUCTION AND EXISTING SURFACES TO PROVIDE FOR PROPER DRAINAGE,INGRESS AND EGRESS h+•4 a v
approval showing that this installation will protect public health and the environment,non-potable main to be TO AVOID THE LEAST POSSIBLE INCONVENIENCE TO ADJACENT FACILITIES.UNDER NO CIRCUMSTANCE 6. THE CONTRACTOR SHALL REMOVE AND SORT ALL ON-SITE EXCAVATED NATIVE MATERIAL AND USE SUITABLE 2024 Eleventh Avenue East
constructed of potable water class pipe,and with the bottom of the potable main above the top of the non-potable SHALL EMERGENCY VEHICLE ACCESS BE INTERRUPTED TO ANY ADJACENT PARCEL
main. (4-4-13) MATERIAL AS NEEDED WHERE FILL IS REQUIRED.FILL SHALL BE PLACED AND COMPACTED BY METHODS r�
7. ALL UTILITY SERVICE FEEDS SHALL BE VERIFIED FOR CONFORMANCE WITH THE ARCHITECTS PLANS. THE APPROVED BY THE CITY OF TWIN FALLS AND THE DESIGN ENGINEER.ALL STRIPINGS NOT SUITABLE FOR g�
(4) Non-potable mains are prohibited from being located in the some trench as potable mains. CONTRACTOR SHALL EXTEND ALL UTILITY FEEDS TO WITHIN 5'OF THE BUILDING AT THE ARCHITECTS FILL SHALL BE USED AS DIRECTED BY THE ENGINEER OR DISCARDED OFF-SITE AT THE CONTRACTOR'S {y�}�y� y� Z
(3-30-07) TIE-IN POINTS EXPENSE.REMOVAL OF SUITABLE MATERIAL NOT NEEDED ON SHE SHALL BE COORDINATED WITH THE OWNER. Improvement PYoieCt N a
THE 8. MAINTAIN 36• "MIN.COVER OVER ALL MAINS AND 42 MIN.COVER OVER ALL SERVICE LINES. Z EXISTING UTILITIES ARE LOCATED ON THE PLANS FOR THE CONVENIENCE OF THE CONTRACTOR ONLY. V
closer
CONTRACTORSHALL BEAR FULL RESPONSIBILITY FOR THE PROTECTION OF UTILITIES AND THE ENGINEER
Pressure wastewater mains or other pressurized mains or Ines containing non-potable fluids Moll be no closer horizontally than ten(10)feet from potable mains. (4-7-11) 9, AN APPROVED BACKFLOW PREVENTER SHALL BE INSTALLED ON FIRE LINE(S). BEARS NO RESPONSIBILITY FOR UTILITIES NOT SHOWN ON THE PLANS OR NOT IN THE LOCATION SHOWN
II, New potable services in relation to non-potable services,new potable services in relation to non- ON THE PLANS.THIS INCLUDES ALL SERVICE LATERALS OF ANY KIND.
potable mains,and new non-potable services in relation to potable mains. 5-8-09 10. ALL DRYWELLS SHALL BE TO MAINTAIN A MIN.SEPARATION OF 25'FROM POTABLfMAINS.
( ) -
8. AFFECTED UTILITY COMPANIES SHALL BE NOTIFIED AT LEAST TWO(2)WORKING DAYS PRIOR i0 THE Sheer Index Vertical Datum
-
(1) Greater than six(6)feat separation:no additional requirements based on separation distance.
11. ALL APPLICABLE MATERIALS INCLUSIVE OF RESILIENT SEAT GATE VALVES TO BE LOW LEAD COMPLIANT COMMENCEMENT OF CONSTRUCTION.CALL'DIGLINE'48 HOURS PRIOR TO BEGINNING WORK.COORDINATE 1 THE VERTICAL DATUM FOR THIS PROJECT IS BASED
8 09) (A MAX OF 0.25%LEAD BY WEIGHT)AND MUST BE UTILIZED WHERE APPLICABLE DURING CONSTRUCTION. TIE-INS WITH APPROPRIATE UTILITY COMPANIES wet Sheet CUPON THE CITY OF TWIN FALLS VERTICAL CONTROL
12. CONTRACTOR SHALL INSTALL HYDRANTS AND THRUST BLOCK SYSTEMS IN ACCORDANCE WITH THE SYSTEMS.THE BENCH MARK FOR THIS PROJECT
(2 Less than isixro me feet separation:design engineer u submit with
data that this installation will protect 9. THE CONTRACTOR SHALL TAKE REASONABLE MEASURES i0 PROTECT ALL EXISTING IMPROVEMENTS FROM Overall Pro Plan C - 2
public heal�h and the environment and non-potable service constructed with potable water class pipe. 5-8-09 AFOREMENTIONED CONSTRUCTION STANDARDS.
P P ( ) DAMAGE AND ALL SUCH IMPROVEMENTS DAMAGED BY THE CONTRACTOR'S OPERATIONS SHALL BE REPAIRED IS TWIN FALLS FIRE HYDRANT NUMBER 3894-3013
13. POTABLE&NON-POTABLE MAINLINE SEPARATIONS SHALL CONFORM TO IDAPA RULES AND REGULATIONS TO THE ENGINEER'S SATISFACTION AT THE EXPENSE OF THE CONTRACTOR. COnstndCtiOn Plan & Profile C 3 WITH A VERTICAL ELEVATION ASSIGNED TO THE'B'
(3 New potable services are prohibited from being located in the some trench as non-potable mains or AS NOTED WITHIN THESE PLANS BOLT OF 3734.15.THE HYDRANT IS LOCATED AT
non-potab�a services. (5-8-09) 10. ALL CHANGES REQUIRE APPROVAL BY THE PROJECT ENGINEER AND THE CITY ENGINEER.THE ENGINEER Construction Plan & Profile C - 4 THE SOUTHEAST CORNER OF 1 iTH AVENUE EAST
TAKES NO RESPONSIBILITY FOR ANY DEVIATIONS FROM THESE PLANS UNLESS AUTHORIZED,IN WRITING, �1 AND ELM STREET INTERSECTION.
b. Requirements for potable orator mains or services crossing non-potable orator mains or se(4c4-13) Water Main Umm BY THE ENGINEER. cortstTuction Am & Prof11e C - 5
W lYldlfl 1.1 11. IDAHO CODE 39-118 REQUIRES IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY IDEO APPROVAL PRIOR l��
i. If there is eighteen S18)Inches or more Vertical separation with the potable water pipeline above the A. Clean and disinfect water-distrlbutlan piping as follows: ( ) Construction Plan & Profile C - 6 y�
non-potable pipeline,then the potable pipeline pints must be as for as possible from the non-potable water pipeline. TO CONSTRUCTION.IT IS THE CONTRACTOR'S RESPONSIBILITY 70 INSURE CONFORMANCE WITH THESE PLANS. .1�� 7 E'lendon Ker•
(4-7-11) 1. Purge new water-distrbutian piping systems and parts of existing systems that have been altered, Gn&jg De� C / PROPOSED TOP OF CURB DaoOTC
extended,or repaired before use. 12. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FILL OUT AND SUBMIT A NOTICE OF INTENT(NOQ TO IDEA
H. If there is eighteen(18)inches or more vertical separation with the potable water pIpeline below the 2. Use purging and disinfecting procedure prescribed b authorities haven jurisdiction a4 if method is AND HAVE A COPY OF THE POLLUTION PREVENTION PLAN(SVrPP)AVAILABLE AT THE JOBSITE PRIOR TO Grading Details C - 8 PROPOSED LIP OF GUTTER •Game
I
pipeline,then the potable pipeline pints moat be as far as possible from the pan-potable pipeline,and the P 9 9 9 P P y 9 AND THROUGHOUT CONSTRUCTION.IF DISTURBANCE IS LESS THAT ONE ACRE,APPROPRIATE MEASURES PROPOSED GUTTER FLOWUNE •00.00'L
non-potable pipeline must be supported through the crossing to prevent settling. (4-7-11) not prescribed by authorities having jurisdiction,use procedure described in AWWA C651 or do as Gm&ri Detads C - 9 PROPOSED TOP OF ASPHALT •DGOOTA
described in ISPWC or as follows: AND BEST MANAGEMENT PRACTICES(BMP'S)SHALL BE UTILIZED. g
Ill. Less than eighteen(18)Inches vertical separation: (5-8-09) a. FBI system or part of system with water/chlorine solution containing at least 50 ppm of PROPOSED TOP OF SIDEWALK •OO.ODTSW
,isolate and allow to stand far 24 hours. 13. CONTRACTOR SHALL INSTALL PIPE BEDDING AND TRENCH SYSTEMS IN CONFORMANCE W1TH THE M/SG befalls C - 10 PROPOSED OF CONCRETE •DaDoeD
(1) Potable pipeline pint to be as far as passible from the non-potable pipeline;and either. (5-8-09) chlorine AFOREMENTIONED DESIGN STANDARDS. EXISTING TOPP OF CURB o DO.Ooic
b. After standing time,flush system with dean,potable water until no chlorine remains in water EXISTING LIP OF GUTTER a 0o.O0g
(a) Non-potable pipeline constructed with ppotable water class pipe for a minimum of ten(10)feet coming from system. [[�v''���� EXISTING CUTLER FLOWLINE a DGoop 'p^
either at of potable pipeline with a single twenty(20)foot section of potable water class pipe centered on the c. Submit water samples In sterile bottles to authorities having jurisdiction.Repeat procedure if &rti Sewer Nixes EXISTING TOP OF ASPHALT a 00.ODta
crossing;or (5-8-09) biological examination shows evidence of contamination.
09 EXISTING TOP OF CONCRETE a oawta _
(b) Sleeve non-potable or potable pipeline with potable water class pipe for ten(10)feet either aide of d. Two biological samples must be collected from each sample location twenty-four hours apart 1. ALL CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH TEN STATES STD'S,THE 2020 IDAHO
crossing.Use of hydraulic cementitious materials such as concrete,controlled density fill,and concrete slurry) and be deemed bacteria absent by a certified lab prior to potable operation.If one of the STANDARDS FOR PUBLIC WORKS CONSTRUCTION,THE CITY OF TWIN FALLS REVISIONS 7O THE 2020 ISPWC,
encasement is not allowed as a substitute for sleeving. (5-�9 samples is found to be bacteria positive at a location then two consecutive dean samples AND ALL OTHER APPLICABLE AGENCIES UNLESS OTHERWISE SHOWN.IT SHALL BE THE RESPONSIBILITY OF
?) 11 potable pipeline Is below non-potable pipeline,the non-potable pipeline must also be sup orted collected twenty-four hours apart must be obtained from that location before public use. THE CONTRACTOR 70 BE AWARE OF THE CONTENTS OF THESE STANDARDS LG & w ;�
through a crossing to prevent settling. 8-09) B. Prepare reports of purging and disinfecting activities. 2. ALL TESTING AND INSPECTION SHALL BE IN ACCORDANCE WITH STANDARDS. EXISTING PROPOSED EXISTING PROPOSED
Iv. Pressure wastewater mains or other pressurized mains or Linea containing non-potable fluids shall be no closer vertically than eighteen(18)inches from potable mains J. ALL SEWER MAINS AND FITTINGS TO BE CONSTRUCTED OUT OF ASTM D 3034-89,SDR 35 PVC PIPE. STREET CENTERUNE ----- FIRE HYDRANT !y ca C as
(4-7-11) RIGHT OF WAY LOT LINE GATE VALVE WATER
Flushing Note:Flushing shall occur from a fire hydrant at the end of each phase of construction and 4. POTABLE&viON-POTABLE MAINLINE SEPARATIONS SHALL CONFORM TO IDAPA RULES AND REGULATIONS / (WATER)
C. Existing potable services In relation to new non-potable mains,existing non-potable services in carried in a fire hose that discharges Into a truck to be transported offsite to an AS NOTED WITHIN THESE PLANS EDGE OF ASPHALT ------------- ------------- WATER METER ® p C
relation to new potable mains,and existing potable services in relation to new non-potable services shall meet the acceptable point of disposal. d
requirements of Subsection 542.07.b.,where practical,based on cast,construction factors,and public healthP P sP /� WATER MAIN W -_wW- MANHOLE(TYPE PER PLAN) SQ QQ
significance.If the Department determines that.there are significant health concerns with these services,such as VmVI dOrl jy„�,,�,„ NO�s SEWER MAIN SS SEWER SERVICE(ACTIVE)
where a Tare existing seMce serves an apartment building or a shopping center,then the design shall conform with `J ul �a�ep6° �y f� Q
Subsection g542.07.b. (5-8-09) STORM DRAIN -SD -_"SD- SEWER SERVICE(CAPPED) ---i
I. ALL CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH THE TWIN FALLS CANAL CO.,THE 2020 IDAHO GRAVITY IRRIGATION -GI -_"GI- NAT.GAS VALVESTANDARDS.FOR PUBLIC WORKS pq 0
FALLS REVISIONS TO THE 2020 ISPWC AND ALL
ALL OTHER APPLICABLE AGENCIES UNLESS OTHERWISE RR SE SHOWN.IT THE CITY OFTSSHALL BE THE RESPONSIBJUTY OF THE CONTRACTOR OVERHEAD POWER BHP- POWER POLE(W/ANCHOR) E-o G7 GV
TO BE AWARE OF THE CONTENTS OF THESE STANDARDS OVERHEAD UTILITY U TELEPHONE PEDESTAL
2 ALL TESTING AND INSPECTION SHALL BE IN ACCORDANCE WITH STANDARDS NATURAL GAS G SIGN .a DO NOT SCALE DRAWINGS
3. ALL MAINS,FITTINGS,AND STRUCTURES TO BE CONST.TO TFCC&CITY OF TWIN FALLS REVISIONS TO THE 2020 ISPWC, FIBER OPTICS FO MAILBOX 6 CONTRACTOR SHALL VERIFY ALL
ALL MAINS AND FITTINGS i0 BE CONSTRUCTED OUT OF AS1M D 3034-89,SOR 35 PVC PIPE OR C-900 PIPE WHERE CONDITIONS AND DIMENSIONS AT
U-:N
NOTED AT CROSSING CONFLICTS FENCE w •- IRRIGATION STRUCTURE o ❑0 THE JOBSITE AND NOTIFY THE
CURB&GUTTER CATCH BASIN RE ENGINEER OF ANY DIMENSIONAL
4. POTABLE&NON-POTABLE MAINLINE SEPARATIONS SHALL CONFORM TO IDAPA RULES AND REGULATIONS AS N070 _ ERRORS,OMISSIONS,OR DIS-
WITHIN THESE PLANS SIDEWALK/CONC. CREPANCIES BEFOREBEGINNING
OR FABRICATING ANY WORK.
ER INE B Fr• i �a- 5. FILTER BAGS SHALL BE INSTALLED IN ALL CATCH BASINS WITH WATTLES SURROUNDING THE INLETS AS A
9E BEST MANAGEMENT PRACTICE(BMP).
R OLINELL i PLANS UPDATED:3-25-2024
m_ 1d FT. Vicinity Sketch=-
n I -� N.T.S.
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!.z 11-1 1E
DISTANCES ARE HORIZONTAL t )
I
-WATER LINE ' d
' IT
ZONE 1 ZONE 2 ZONE 3 :4
• AL - SDaUI Ois
lERiICAL SEPARATION REQUIREMENTS HORIZONTAL SEPARATION REO RREMENTS : N -
05
ZONE 1:A)WATER AND NPWL MUST BE SEPARATED BY AT ZONE 1: NO SPECIAL REQUIREMENTS G b F� y5 NE fN�yF
LEAST 18 INCHES AND B)ONE FULL,UNCUT ZONE 2 A)NO SPECIAL REQUIREMENTS FOR POTABLE OR
LENGTH OF PWL AND NPWL PIPE MUST BE NON-POTABLE SERVICES. 'y a 14924
CENTERED ON THE CROSSING 50 THAT THE B)WATER AND NPYA SEPARATED BY AT
JOINTS ARE AS FAR AS POSSIBLE FROM THE LEAST 6 FEET AT OUTSIDE WALLS I C
CROSSING �.,.,i,., U,
AND C)WATER A7 LEAST 18 INCHES HIGHER IN _ 5 '-
ZONE 2 A).ONE FULL,UNCUT LENGTH OF BOTH.PNL AND ELEVATION THAT THE NPWL. V•f v
CNPR ROSSINPESMUST B CENTERED ON ARE HE FAR AS WATER TIGHTNESS. sn - ✓'^- ..„., 9(.�OTF OF
CROSSING
FROM THE CROSSING MINTS AND EITHER D)NPWL CONSTRUCTED TO WATER MAIN � �, YN
STANDARDS AND PRESSURE TESTED
A0g
AND EITHER 8)NPWL MAIN MUST BE CONSTRUCTED TO FOR WATER TICHTHESS
WATER MAIN STANDARDS AND PRESSURE f
TESTEDOR E)SITE SPECIFIC REQUIREMENTS �}yy } v ---HORIZONTAL
FOR WATER TIGHTNESS FORA APPROVED BY DEG. '"','-" T=v=� giH pyf E 91X E
BOTH SIDES DISTANCE OF 10 FEET ON e ��BOTH SIDES OF CROSSING. ....,... T. VAWSER
OR C)EITHER THE NPWL OR WATER LINE OR BOTH ZONE 3: NOT ALLOWED WITHOUT DEQ WAIVER.
MUST BE ENCASED WITH A SLEEWNG ..._
4
MATERIAL ACCEPTABLE TO DEQ FORA NOTE SANITARY HORIZONTAL
FORCE MAINS MUST HAVE
HORIZONTAL DISTANCE OF 10 FEET ON BOTH MIN.10'HOPoZNTAL SEPARATION AND 1B' sn auw T. VAWSER
SIDES OF THE CROSSING VERTICAL SEPARATION.ZONE 2 AND ZONE 3
ZONE 3:) SAME REQUIREMENTS AS ZONE 2 EXCEPT THE PLACEMENTS ARE NOT ALLOWED WITHOUT A
CROSSING TO PREVENT SETTLING
NPK ALSO MUST BE SUPPORTED ABOVE THE WAIVER GRANTED BY DEG war APRIL,2020
ZONE 4.) SAME REQUIREMENTS AS ZONE 1 EXCEPT THE t, acr+x AS SHOWN
NPWL MUST ALSO BE SUPPORTED ABOVE THE \
CROSSING i0 PREVENT SETTLING
Mainline Separation Detail _ 316-19 BASE
Na 51-23
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Per 2020 ISPWC SW
M` E Shot C-1
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ALL HATCHED AREAS TO BE CONSTRUCTED- THIS PHASE
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STAGE ---�� --
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3 CONSTRUCTION- WATER(BY CITY)TO BE INSTALLED FOLLOWED BY CONTRACTOR REPLACEMENT OF STORM DRAIN, SURFACE AND ROADWAY IMPROVEMENTS FUTURE CHIP SEAL BY CITY FORCES
WATER MAIN PREVIOUSLY CONSTRUCTED W/TIE-IN TO ELM STREETcc
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e fi
HATCHED AREA DEPICTS BID ALTERNATE HATCHED AREA DEPICTS BID ALTERNATE
a
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,e _-- _ I e" ,J e1r —ew e•w I DO NOT SCALE DRAWINGS
D m �_ -i__ +____— m• }— _ ___-+__ ___ A� __._ IJ ew u .uu, CONTRACTOR SHALL VERIFY ALL
____h___ _____________
Scale In Feet " e _ ------ ---------!;Ei7-------- -- - -- __ w• CONDITIONS AND DIMENSIONS AT
e„ , _ _. - THE JOB SITE AND NOTIFY THE
-x OMIS
-- ENGINEER OF ANY DIMENSIONAL
SJ """"- """'—�- , `A --.�A _ ...,__ ____...___....... } DIS-
CREPANCIESERRORS EFORE'BEGINNING
., ..__ ...._.—
------- -- OR FABRICATING ANY WORK.
of 1 PLANS UPDATED:3-25-2024
II ,
FUTURE CHIP SEAL BY CITY FORCES RECONSTRUCTION INTERSECTION FUTURE CHIP SEAL BY CITY FORCES RECONSTRUCTION INTERSECTION
RAMP
WATER MAIN PREVIOUSLY CONSTRUCTED W/ SURFACE PER PLAN SHEET WATER MAIN PREVIOUSLY CONSTRUCTED W/TIE-IN TO ELM STREET&MAURICE STREET SURFACE AND IRRIGATION PER ON L
TIE-IN TO ELM STREET&MAURICE STREET PLAN SHEET
14924
srhEL,y o "
09`'�rF OF Yo`0pJ"
CURB&GUTTER OR DRAINAGE FROM FILTER FABRIC �aeo CONSTRUCTION AREA FITTED UNDER
VALLEY GUTTTER DRAIN INLET 7.,:.: OR SEDIMENT SOURCE DRAIN INLET LID
910X T.VAWSER
STRAW WATTLE(S) M
SECURED IN PLACE T. VAWSER
WITH GRAVEL BAG(S) NOTES:
1.DROP INLET FILTER FABRIC BAGS SHALL BE PLACED UNDER THE omAPRIL,2020
NOTES: DRAIN INLET GRATE TO PROTECT DRAIN INLETS FROM SEDIMENT AND
1.STRAW WATTLES)SHALL BE PLACED TO PROTECT DRAIN INLETS FROM SEDIMENT AND DEBRIS DURING CONSTRUCTION. DEBRIS DURING CONSTRUCTION. AS SHOWN
2.INSPECT DAILY AND PRIOR TO RAINFALL FORECAST,DURING RAINFALL AND AFTER RAINFALL EVENT.REPLACE AS NEEDED. 2.INSPECT DAILY AND PRIOR TO RAINFALL FORECAST,DURING
�.n n�c
3.STRAW WATTLES SHALL DE HEIR IN PLACE WITH GRAVEL BAGS WITH NO GAPS AT THE INTERFACE WITH THE GUTTER. RAINFALL AND AFTER RAINFALL EVENT.REPAIR AS NEEDED. 316-19 BASE
4.GRAVEL BAGS SHOULD BE BURLAP BAGS LOOSELY FILLED WITH WELL GRADED SANDY GRAVEL MIXTURE WITH UNDER 1' 3.INSTALL INLET BAGS ON ANY EXISTING CATCH BASINS DOWNSTREAM xo
OF CONSTRUCTION ACTIVITIES AND ANY NEW CATCH BASINS THAT ARE 51-23
ROCK AND LESS THAN 2%PASSING THE#200 SIEVE. INSTALLED PRIOR TO COMPLETION OF CONSTRUCTION ACTIVITIES.
Straw Wattle Detail Drain Inlet Protection Detail
nts nta Sheet C-2
w 1 m
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KEYED NOTES.-
WI:
N
REMOVE&REPLACE 1"WATER METER&BOX. TIE a•+ ��a
o INTO NEW MAIN W/1"P.E.SERVICE LINE.ANY N N g F
CURB REMOVED MUST BE REPLACED WITH A MIN. a P.
Q w M w a OF 5'L.F. OF NEW CONTINUOUS CURB. pA< 8
W2:ABANDON EXISTING WATER MAIN IN PLACE AFTER �" c
i a 13 - CONNECTION OF SERVICES TO NEW MAIN. INSTALL W "I
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M� o��3� CAP ON EXPOSED ENDS.
INSER°p z w DISCRTEiiONALFOR SOLATION OFF MAAINS.CB 40
YS 0 ]O ZD g x
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EQUATION STATION / }iul- -- ��
STA 5+00.00 117H AVE.E._ - � '��� i �_P ° -- --- � am azeau r- ------- ------- +om_ i zo.ro ----- -------
° -- �imc �'zaao ------- ------- - -- --
STA 10+00.00 ELM STREET I �� °—° ( ( I ° -- a0W1�s'xr _ t (+asp `^ I ��- --------- - -----N -8-SD
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.11.MSFx` ," n ,USSISW APPROVED
• ��y ''AS-BUILT NOTE _' o � _
f 0 30 TEMPORARY WATER MAIN STUB IN
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W. PREVIOUS PHASE OF CONSTRUCTION I I a " T. VAWSER
p SEE GRADING DETAIL SHEET C-7
x c�Wi SEE GRADING DETAIL SHEET C-7 ; I FOR ADDITIONAL DETAILS AT INT. I °RAM4 T. VAWSER
FOR ADDITIONAL DETAILS AT T.
°A ?g
a o OF 11TH AVE.&BLUE LAKES OF 11TH AVE.&KEEGAN LANE
alc� i i o" APRIL, 2020
STAGE 3 CONSTRUCTION AS SHOWN
INSTALL WATER LINE IMPROVEMENTS(BY CITY)AS SHOWN WITH CURB&GUTTER LT. &RT. WITH TRANSITIONS TO APPROACHES WHERE SHOWN cAD n�/ 316-19
CONTRACTOR TO INSTALL STORM DRAIN, REMOVE&REPLACE BASE GRAVELS AS NEEDED WITH NEW ASPHALT ROADWAY(REPLACE INTERSECTING SIDEWALKS AS NECESSARY TO CATCH POINT). owD eo. 51-23
°i PL NS UPDATED: -15-2024
of•a o�i .r � �i�i '�n•i �^Ki �^M ��i �^�i �i
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1Q-C NJ ^~K _M Hj v) _f
cn
�.II (jM H� NO jnn a
U 11 11 I I I I 11
SEE Pb N VIEW FOR 4001FIED LIP OF GUTTER EL VATIONS
AT INTERSEC IONS AND RAP LOCATIONS
EXIST. TOP OF ASPHIILT® CL 3734
3734 +0.31 -.90% i0P 0 CURB - RT.
+0.28 Li. -.26%LT. & T. TOP OF CURB - RT.
+0. 0%LT. & RT -0.40%LT. +0.3 Li. &RT. -0.325 LT. &RE
iOP OF CURB - LT. -- ----- "
3732 --- - ---- _-----
_-` - ---_ - i0P OF URB - Li. REM VE&REPLACEEXI TING 3732
-- --_-- ---- .-DRAMJ.T.._ 0 47� _--fin•21.1 LE 8"C-WO __ _ STO M DRAIN AS NOTED
CO ST. 123.79I.F. 8"C-900 ST. DRAIN
EXIS NG 10"CMP IRRIGATION MAIN - VERIFY --
S -0.20% CO ST. 100.00 L F. 8"C-900 Si. DRAIN
REP CE WITH NE C-900 PIPE CO ST.&2 LF.8" -900 CONST. 185.0 L.F. 8"C- 00 ST. DRAT -----
3730 - ST.DRAIN RT.0-I. X S -0.30%CO 10.7 L.F.8" ,-9"0 --- 3730
REMOVE EXISTING CA H
BASINS LT. &RT. - 0
3728 DO NO REPLACE. 3728
3726 3726
W W W
3724 �� M � NNp o ��MN� 0 3724
W I N^ 11 W I I II M •Q W I I II M �Q HAL
WN�C'�S
�¢-i-i n� '•r Q
W I D^O 924
Z Qti
+OC=3W pF
^Nw W Op2ww!- 0pJ-1 F-. O.2 Ww1- O.J-11- h�'
vIW-D W 2 NWy N?C?
5+00 6+00 7+00 8+00 9+00 10+00 Q _ 3
33¢Q 3 C
U�
z
oc�o �yoQ d
°p z °0¢ KEYED NOTES: o
Q I W Wt: REMOVE&REPLACE 1"WATER METER&BOX. TiE e€ w a
INTO NEW MAIN W/ 1"P.E. SERVICE LINE.ANY N y c
J g 03 3 n CURB REMOVED MUST BE REPLACED WITH A MIN. o
OF 5'L.F. OF NEW CONTINUOUS CURB. p0< 8
o e W2:ABANDON EXISTING WATER MAIN IN PLACE AFTER
CONNECTION OF SERVICES TO NEW MAIN. INSTALL W N
In ¢A o y i CAP ON EXPOSED ENDS.
o + z INSERTA-VALVES i0 BE INSTALLED AT CITY'S z
EQUATION STATION 4I o DISCRETION FOR ISOLATION OF MAINS. 0 10 20 40 W w '
STA 11+61.83 11TH AVE E_ N ^¢ AS-BUILT NOTE:
STA.10+00.00 ELM STREET z 3\Q z o CONNECTION TO ELM STREET Scale Feet
cn_d33 In_dS� z�
WATER MAIN TO END PHASE 2 CONST.
o B , I
p,U I
SEE GRADING DETAIL SHEET C-8
FOR ADDITIONAL DETAILS AT INL
OF 11TH AVE. &ELM STREET Q; W
W e
4M I
_ f
Wi �' Wi Wl WI WI m
r . , - - .,
c
8FW 8"W
8— -- llth Avenue East i i- - -- "--- -- --- - -----4r ----- ----- - 13--- ------- '
CvoL d- - -- - - --- -- ------- ---- ---
8"SD 8SD RE5B ' d
I
..r axis
1725)
su1 W1 3onc §,u�rcc 5_. Wl _-_W -------
- Wl W2
— — - � ._ Wi Wi Wi
W1 Wl
zp'o I osscly T. VAWSER
SEE ADDITIONAL GRADING DETAILS k' s NE,SE,&SW SURFACE IMPROVEMENTS Weft
INTERSECTIONS-SHEET C-8 Z:g I PREVIOUSLY CONST. -REBUILD NW PED. T. VAWSER
RAMPS&SURFACE IMPROVEMENTS W/
4'VALLEY GUTTER-WEST SIDE. DA E APRIL 2020
STAGE 3 CONSTRUCTION a'a 5C" AS SHOWN
INSTALL WATER LINE IMPROVEMENTS(BY CITY)AS SHOWN WITH CURB&GUTTER LT.&Ri. WITH TRANSITIONS TO APPROACHES WHERE SHOWN -CONTRACTOR TO INSTALL PREVIOUSLY CONSTRUCTED WATER LINE IMPROVEMENTS AS SHOWN Immix/ 316-19
STORM DRAIN, REMOVE&REPLACE BASE GRAVELS AS NEEDED WITH NEW ASPHALT ROADWAY(REPLACE INTERSECTING SIDEWALKS AS NECESSARY TO CATCH POINT). r FUTURE CHIP SEAL(BY CITY) nwc"a 51-23
pp^ .�, .N �^ �p .p je000
o ry a o o n c� P NS UPDATED: -15-1014
�M OjM pjM mM and d "d a
I II III �II p11 p11 �II p1111
F- iy 4, •p W 1�4, p,t� N 1- O W W p
CL I� O
+ ^ ± + O
-.I
SEE PLAN FORMO FIED LIP OF UUTER ELEVA IONS
3734 AT�IEW
INTERSECTIO AND RAMP OCAiIONS 3734
TOP+0.3 Li. &Ri. OF CURB- RT. -0,315 LT. &RT. EXIST TOP OF ASPH LT®CL GUTTER FLOWLINE RT. EXIST. TOP OF ASPHALT CL
0.402,-1.49 RT.
3732 TOP OF CURB - LT REMOVE&REPLA E EXISTING L &RT. 3732
STOA M DRAIN AS NOTED
REMOVE&REPLAC EXISTING GUTTER FLO LINE - LT.
----- -- LSiOR DRAIN AS NOTED
ONST. 185.0 L.F. 8"C- 00 ST.'DRAI -_ -- -- 3 3730 730
REMOVE EXISTING CA H L 31.1 L.F.8"C-B00
BASINS LT. &RT. - 0 ST.CONSDRAIN C.B. -90
3728 DO NO REPLACE. 3728
3726 3726
W
V
W W
3724 0 o w 3724
r4p b M I p M N =W Zi
�vJ 11 W +N
3S,
4p 6F ®•��v
10+00 11+00 12+00 13+00 14+00 15+00
I i
W W o Z o KEYED NOTES:
M < Wi:REMOVE&REPLACE i"WATER METER&BOX. TIE t� a
i W INTO NEW MAIN W/ 1"P.E. SERVICE LINE.ANY N
CURB REMOVED MUST BE REPLACED WITH A MIN.
z 3 W OF 5'LF. OF NEW CONTINUOUS CURB. bo r8
W2:ABANDON EXISTING WATER MAIN IN PLACE AFTER r..S
N o Z CONNECTION OF SERVICES TO NEW MAIN. INSTALL w
CAP ON EXPOSED ENDS.
x; px y o INSERTA-VALVES TO BE INSTALLED AT CITY'S �,
" oD N O W DISCRETION FOR ISOLATION OF MAINS. 0 10 20 40 W v5
:5 W ¢y a Scale In Feet
i i LI e
EQUATION STATION
STA 18+25.75 1ITH AVE.E= i
STA.fo+HO LOCUST STREET
a
i I SEE ADDITIONAL GRADING DETAILS i w
INTERSECTIONS-SHEET C-9 II d
n.w c
...... _,... _.._ -- c ..
wi W1 -e
— - W1—
;;1 z
15 8"W 8"W
n.s00rn'- aA 4'_H»W i 19 8'W
i6 1 llth Avenue East wmN"Rw acm 1 8"W
--- - --i-- -—-—-—-—- _ H---- -----------
--�- -----°n m 3. BRAS 1 �-- -—- o
�.�• CAPS zw Aaxr ----i -°° ------------------
Jim s�nr� v_i
mmu - -----------------------------------------------
a---
__• -•-- -' _. __ �. - — -- - ----L ��r.i.a n sic _.,-- -
I.1 c
i
W2 _.._ W W2- .—. Wi n.sa �— 3 { W2� W2 APPRO—
Fz- W�
W1 Wi - WI m _
—_ e3 ,! Wi Wi _._ DEEQ
.. _ --- ' 7. VAWSER
onnrm T. VAWSER
SEE GRADING DETAIL SHEET C-9
FOR ADDITIONAL DETAILS AT INT. DAM gpRIL, 2020
OF 11TH AVE. &LOCUST STREET wR«
scu AS SHOWN
PREVIOUSLY CONSTRUCTED WATER LINE IMPROVEMENTS AS SHOWN _� PREVIOUSLY CONSTRUCTED WATER LINE IMPROVEMENTS AS SHOWN PREVIOUSLY CONSTRUCTED WATER LINE IMPROVEMENTS AS SHOWN WITH UPGRADES i0 APPROACHES WHERE SHOWN cnc Fly/ 316-19
FUTURE CHIP SEAL(BY CITY) REPAIR SURFACE IMPROVEMENTS AS NOTED FUTURE CHIP SEAL(BY CITY) DM.No. 51-13
t� � a a a Q
� o„~M,s N P NS UPDATED: -15-2024
- OR o^i O OR
M M M M M M M M M t�••� t V t V t V
Of OI � O
h h N h u"f o1
r j M pj "p + + + C C C
n ++ N H
H h h h
<.i •G Q C C Q
N N ~
EE PLAN VIEW FOR MODIFI LIP OF GUT ER ELEVATIO S
3734 AT IN ERSECTIONS NO RAMP LOC4TIONS 3734
EXIST. TOP CF ASPHALT® CL
3732 GUTTE FLOWLINE- Ri. EXIST. TOP 0 ASPHALT® CL1 —TOP OF ASPHALT 3732
5.5 Ri. OF CL
-.65% 2
0.30%L +0.60%LT.-,80%IT. 3730
3730
GUTTER FL WLINE - Li.
GUTTER f LOWLINE - L.
3728 3728
3726 3726
2 50% 1,03X 1.0•X
3724 2.3+% /•7B% r.a X
2'1B% 3724
N NL fN F
O —E IST. SEWER h AIN a 9
15+00 16+00 17+00 18+00 19+00 20+00 C - 5
i
� 2rn x a 1
2 R
KEYED NOTES: W o* o c u Q y
Wi: REMOVE&REPLACE 1"WATER METER&BOX. TIE
INTO NEW MAIN W/1"P.E. SERVICE LINE.ANY
CURB REMOVED MUST BE REPLACED WITH A MIN. z ❑" . I I i a W c
OF 5'L.F. OF NEW CONTINUOUS CURB. $ "d' to H d ao c 8
W2:ABANDON EXISTING WATER MAIN IN PLACE AFTER ° `��0 n ^ a W " ' is
o8 a
13 MWuje �2N Iad W y
CONNECTION OF SERVICES TO NEW MAIN. INSTALL � I c>� i c�-
CAP ON EXPOSED ENDS. "$ - 5 N n a^?h Do to
INSERTA-VALVES TO BE INSTALLED Ai CVS m 1g..
DISCRETION FOR ISOLATION OF MAINS. o N=z �+ _ + ❑ N C.
cWi 0 10 20 40 W w`
.O NOW ;z§! z
N d d a+1 a a-- a Q= Scale Em Feet @
2N�iU ;E'.! i �n��ai H�� ' z°
N a
e
' RELOCATE MAILBOX rq
TO BACK OF S'WALK.
b a .r
SEE ADDITIONAL GRADING DETAILS ___tiJ------ - a 0
Wi (RELOCATE TO
INTERSECTIONS-SHEET C-9 8 a
BACK OF S'WALK) C
m
.«
Wi WI —WL.— a
-_ — —--_ M SEE GRADING DETAIL SHEET C-9 m
wl "'''; FOR ADDITIONAL DETAILS AT INT. a w
zsB"1�.;: OF 11TH AVE. &MAURICE Si. a 8"W 20 8"W 8"W 2 8'W 8"W
_ -----I------ --- ----- --- ---F------ - --------- - llth Avenue East ---- j3 1 g .._ 8°W c
--- ---------- —
q
AP
l _ _ _
W2� ROVE
PD
wi Wi W 1 xi + , Dssia
Wi Wi _.. .. ---_— �_._.--_.. �.e� T. VAWSER
�.....
._ ...........----.—......—....—_ '''-- ' EQUATION STATION
DRAW T. VAWSER
' STA.24+8Z53 i1TH AVE E._
I-1 ---- f0+00.00 MAURICE STREE!
i DAM APRIL, 2020
7sCAU AS SHOWN
_ PREVIOUSLY CONSTRUCTED WATER LINE IMPROVEMENTS AS SHOWN WITH UPGRADES TO APPROACHES WHERE SHOWN PREV. CONST. WATER LINE-INSTALL IRRIGATION cAo Fly/ 316-19
FUTURE CHIP SEAL(BY CITY) &REPAIR SURFACE IMPROVEMENTS AS NOTED DM"o' 51-23
a a ¢ a a < a
c Do 3p N 3 p3p 0 3 3 3�-- pp v P NS UPDATED: -25-2024
M C•': CO -Jr �O N -�N JA-1
UM U� f.DM UM UM UM U UM UM N� f"tM
O O •-W N W Y I�M�W
U� Dt i++ N� + + +
Eg Oi
OhInNN NNN
h h h N h +h h N
N
N
SEE PLAN VIEW F R MODIFIED L P OF GUTTER ELEVATIONS
3734 1 1 AT INTER ECTIONS AND RAMP LOCATIONS 3734
3732 3732
E ST. TOP OF SPHALT 0 CL
TOP OF AS HALT
- 5.5 RT. 0 CL
RT
3730 -0.14% GUT ER FLOWLINE -_0.60 L-. 3730
-0.30%LT. .—L—EXISTING IRR BOX MAY NEED TO BE
GUTTER FLOWLINE- L - - REPLACED IF INVERT NEEDS TO BE
3728 REMOVE EXISTING CATCH O O LOWERED DUE TO ENCOUN ERED
BASINS i. &RL - CONFLICTS 3728
DO NOT REPLACE.
REMOVE k REPLACE E IST.
IRRIGATION MAIN BETWEEN REMOVE& REPLACE EXISTilG IRRIG.
RELOCATED BOXES WITH 65.5 ! i PIPE W/52 L.F. OF NEW C-900
3726 W�_ a=D IRRIGATION MAIN 0 3.56% 3726
L.F. OF NEW 10"C-9 0 0 0.38%
C-I•I . C•1-I O
cn I '-$o
2.a1x 1.8 x 1.03% N d N 3724
3724 2.18% 203% 1.2 x
1.88% 1.03X
• 2.14 2.60%
p.61%
Q o, Z vai FPS, Nry`BH
��
' gNN 24 m
l �
+.l1 II? + II II 9`4rf OF VD Jr
NOW= N WZ ,®L •(N`�p
N C I-4i N 1-Vf
20+00 21+00 22+00 23+00 24+00 25+00 C - 6
0
0 0
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f IJS4ILC JJ.43LG JJ}5LC LGi T347LG�\X Y 6,fi
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JT.391f
I
11TH_Avenue East o
----- ---------�---
+75.00 4.5'RL +90.00 4.5'Rf.
+60. r...
y+*---rCRONN------J1BSfa lJJ.90fa-----------------------------------
i
JJ.9001 4.8�RY
iA I
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591C 6f
7 +.,u. . � .y py3J.5m
/ J,.I1TC 74.167C ,�
IIy#74.0975W gap
H-'_ _ ._.".
S3� 11TH Avenue East
3,7J,7.,�6gLO 1JISW 5 17.54 TOO __...._......�...__..__...___._ ._.... _.. V
,7J.64F1 4.0B7C w CROWN
DO NOT SCALE DRAWINGS
SHALL�i VERIFY ALL
CO DIITOTNS AND DIMENSION AT
THE JOB SITE AND NOTIFY THE
o ENGINEER OF ANY DIMENSIONAL
ERRORS,OMISSIONS,OR
DIS-
CREPANCIES
BEFORE BEGINNINC
Ww J41 Jf JJic OR FABRICATING ANY WORK.
qy F T2
d w 0 J702LC A JJ.00LG IAIjl{a*
y#� nenaaa:
I D72T519 33J2LC/!a PLANS UPDATED.3-25-2024
WATCH
JSSO75W .
tJJ a„rsw
b DI/ISW p THATCH
I JJ 60ISW CH AT
d947CH JJ.80 MI--- .. .MA 491sw—...
--------_w MATCH
N ❑ WATCH N
I �o
BMP
I o��5g\ONNL �
0 5 10 20 0 5 io 20 ` 14924
Scale in Feet Scale In Feet O sr5I8I.I.-A c w
9h>Tp OF V) PJr
Grading Detail 11th Avenue East and Keegan Lane
Grading Detail 11th Avenue East and Blue Lakes Boulevard ALL HATCHED AREAS TO BE CONSTRUCTED - THIS PHASERO�D
ALL HATCHED AREAS TO BE CONSTRUCTED- THIS PHASE
T. VAWSER
T. VAWSER
NOTES: <
1.ALL RADII NOTED ON THE PLANS ARE TO FACE OF CURB. APRIL,2020
2.CURB TRANSITIONS OF ACCESSIBLE RAMPS ARE A TYPICAL DISTANCE OF
1.5'UNLESS DIMENSIONED OTHERWISE. AS SHOWN
3.ALL SLOPES SHALL CONFORM TO THE PLANS SHOWN THROUGHOUT THE „L
ACCESSIBLE ROUTES.WHEN EXISTING SIDEWALK IS OUT OF CONFORMANCE 316-19 BASE
ONE ADDITIONAL PANEL OF SIDEWALK MAY BE NECESSARY TO BE
REPLACED AS A"WASTE PANEL' FOR TIE-IN PURPOSES OUTSIDE OF THE '10 N0' 51-73
REPLACEMENT AREA DEPICTED ON THE PLANS.
Shed C-7
o �
� s
Uw o �
°
° o,g 4
DWI
x� =ate
U M
r
00
z�
I
I
I
i
5,0,
I
55++ I
HATCHED AREA i0 BE
CONSTRUCTED THIS PHASE
PREV. CONSTRUCTED
x.LY t —
1.,To Mmm
I UP OF GYM
: L.
a
Elm Street 1 c
---- ----- --- __-----------------«______-----_-----_-----_------- --- -- —-—- - - -— - - - - ---- ..
m d
roll
29
ro row �
iv a aaRR
u � N
5
c
y — ,yo I _ a ,� `�\ ",� m "-•-- -_..__�— GV d
�- iarcartnx DO NOT SCALE DRAWINGS
CONTRACTOR SRALL VERIFY ALL
g PREV. CONSTRUCTED ! � -; CONDITIONS AND DIMENSIONS AT
THE JOB SITE AND NOTIFY THE
PREV. CONSTRUCTED �'. I ERRORS,OMISSIONS,OR DIS-
_v \ ENGINEER OF ANY DIMENSIONAL
I I • 8'I ' n 8' E CCATINC ANY WORK
IES .
RWOF RERM INNING
HATCHED AREA TO BE
1IY
CONSTRUCTED THIS PHASE i 1 ENSRNG D WAr OR FABRICATING AP xacx �s
PER CRY OF 1Wtl FNJS S7D.DWG.iFSDT710B
\` I PLANS UPDATED:3-25-2024
e ............. g 0 5 10 20
I5a
s..de in Feet I I
�aQNAI
Grading Detail 11th Avenue East and Elm Street OF 0
°N T. VAWSER
°MN T. VAWSER
NOTES:
1.ALL RADII NOTED ON THE PLANS ARE TO FACE OF CURB. APRIL,2020
2.CURB TRANSITIONS OF ACCESSIBLE RAMPS ARE A TYPICAL DISTANCE OF
1.5'UNLESS DIMENSIONED OTHERWISE. AS SHOWN
3.ALL SLOPES SHALL CONFORM TO THE PLANS SHOWN THROUGHOUT THE
ACCESSIBLE ROUTES. WHEN EXISTING SIDEWALK IS OUT OF CONFORMANCE 316-19 BASE
ONE ADDITIONAL PANEL OF SIDEWALK MAY BE NECESSARY TO BE
REPLACED AS A"WASTE PANEL"FOR TIE-IN PURPOSES OUTSIDE OF THE NQ 51-23
REPLACEMENT AREA DEPICTED ON THE PLANS.
Sheet C-8
o
h
0
Fil i �u°tq oOOo
N Wm
2e.5TN. I�
N z N
J0.8711 � I S
TCN .70.671q I ANTCH ' ------
0 5 10 20 29.67tc R_
scale
In FOOL ''� 291AIG! -'2954TOC
0 5 10 20 29.O6H� 19162•2y
Scale In Feet
f -�--------------- Tpgf
JO.B&C J0.89Fl. r 23.6'J0.7 i; I 24 b g
'• 4FL I � 33
2C
_.._.. _MA1Q1 '•1 I 1 2926X_29J1 29.6
I-2[3 29.141E J BO4C
tI.JO15W RJI �......,_,_ ..__.�._.._.._........ .•J. 19761SW� 29,6B7SW 29.75TC 19.67C ,yl 229.IW67. a
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u GUM = Nrs ro NoaRn I _ zeasn .:, I @ O
...�,�_.__qB. y_,i 1aJ7LC 29.JAG I 2&41LG d •C
f I j�,l_Nom
11Tii ATenue East }I r RayS.TO MOOIFlFO
' -- -� ' 1 ----- ------ ------\- ' OP GUTTER I r...
CROWN 5'RT. :� �'�" .� -�-------
CROWN 5'RT +�.00 5'IT.
I ` I ►,
L__________________ __ _
I+76.00-S5'RT. ATeI jut Ent
n.�rA-- ------ ----- ----- 11T�i _ ---- -----
f w '
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� 1.5'TRANS TO MWRIEO MODIFlEO�+•�Y.56 '`v � I
�P OF CUlIFJt � JI fSLG 7117LG fdfME BRFAI( _______ ___ __y_____-__ .001A .. 28.fi01G g A
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71.58TC ?•2877LC 28 29WILG 1I' 5IX.G j
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NII(JI M>: i
' ,IMF.� 't` '�, ,.;,,w1 A, � JL04FL Utg I 71 'u; i 4I 'f;'r•, I DO NOT SCALE DRAWINGS
ter.JI.891517
------------� J1.6J1G 4g ------------- -
JI.OSFL �,}, � a f p R;/� ; CONTRACTOR SHALL VERIFY ALL
8:5iLL' ' THECONDITIONS AND DIMENSIONS AT
THE JOB SITE AND NOTIFY THE
,.';"` 'v•S \ F S,e. I ENGINEER OF ANY DIMENSIONAL
ERRORS,OMISSIONS,OR DIS
'} �`�,.:., �• In OR
REFARICAT BEFORE BEGINNING
_ u 29.53LC OR FABRICATING ANY WORK
I-1 PLANS UPDATED:3-25-2024
P I5 e
E � 31.72FL114
'•.;
J1A1TC ' '6
N1TCH
IMP y5\ONAL F
Grading Detail 11th Avenue East and Maurice Street
Grading Detail 11th Avenue East and Locust Street HATCHED AREA DEPICTS BID ALTERNATIVE a tL
HATCHED AREA DEPICTS BID ALTERNATE I 14924
O 01s-44 c A.
9Gj'4Tp OF\CP�ps
A0X T. VAWSER
T. VAWSER
NOTES:
1.ALL RADII NOTED ON THE PLANS ARE TO FACE OF CURB. APRIL,2020
2.CURB TRANSITIONS OF ACCESSIBLE RAMPS ARE A TYPICAL DISTANCE OF
1.5'UNLESS DIMENSIONED OTHERWISE. _ AS SHOWN
3.ALL SLOPES SHALL CONFORM TO THE PLANS SHOWN THROUGHOUT THE
ACCESSIBLE ROUTES.WHEN EXISTING SIDEWALK IS OUT OF CONFORMANCE 316-19 BASE
ONE ADDITIONAL PANEL OF SIDEWALK MAY BE NECESSARY TO BE
REPLACED AS A"WASTE PANEL"FOR TIE-IN PURPOSES OUTSIDE OF THE ° 51-23
REPLACEMENT AREA DEPICTED ON THE PLANS.
Sheet C-9
STREET SECTION 2'-0'
0
1"BATTER
•U �
N V a u
R=1" R=1/2' J, .9.
R=1 2" R=3 1/2
/ ti/2 N w 3
b I N •1_I zy
E
_...... R VARIES R VARIES
VARIES VARIES 2' VARIES VARIES 2' VARIES VARIES W `�
5'MIN. WHEN
BEING REPLACED 5'MIN.WHEN AGGR.BASE
BEING REPLACED �d�a a;"
a **6"REQ'D.FOR LOCUST STREET FBI a •�„
... ..., VARIES VARIES ... ,. �,�^„ Curb & Gutter Detail W 9 W v
V +�I
•�df' A REF:CITY OF T.F.STD. DWG. TFSD-701 �j ox q�
i
2 1 2"- 1 2"PAVEMENT-SUPERPAVE HMA o n°H, ^ STREET SECTION 2'-0'
/ / 4'-3 4'GRAVEL UNDER t ��
CURB COMPACTED TO A MIN. v 'TRUNCATED DOMES
14.5"-3 4"TYPE 1 BASE COURSE COMP. OF 95%MAX.DENSITY �0�'1 'FACE OF CURB/GUTTER BOWLINE 1"BATTER
TO A MIN.OF 95X MAX. DENSITY
NATIVE SOIL COMPACTED TO A MIN. 4"THICK CONCRETE SIDEWALK WITH 2"-3 4°TYPE 1 R=1" R=1/2"
NOTES:FOR PATCHBACK SECTIONS CUT ASPHALT VERTICALLY OF 95X MAX.DENSITY BASE GRAVEL UNDER SIDEWALK COMPACTED TO A MIN. OF LIP OF GUTTER/TOP OF ASPHALT '*
AT CATCH POINTS AS NOTED PER PLAN. 959 MAX. DENSITY. (5"CONCRETE OVER 4"GRAVEL AT NO HIGHER THAN 5/8"ABOVE BOWLINE R=1/2" R 3" `0
APPROACH LOCATIONS).SEE PLAN FOR AREAS WHERE r�'
SIDEWALK IS ATTACHED TO CURB.
6 a
Typical Street C= Section
WH Avenue Fast, Elm Street & Maurice Street Patchbacks
AGGR. BASEJ-- �6•
`o.
6"R= FOR LOCUST STREET
.'. '14 Modified Curb Detail Onside
.c�
, 4
NOTE:5/8"(0.05)MAX.SLOPE FROM LIP OF GUTTER TO FLOWUNE.
E "�• y,y USE WHERE LOCATED PER PLAN TO TRANSITION TO ACCESSIBLE RAMPS.
R VARIES R W VARIES " „I„•,,� ,;,'.
2' _ VARIES VARIES 2' VARIES
5'MIN.
K t�Q 1 - 4-0" G4
VARIES VARIES a ' 'f 2 J
VARIES SEE PLAN
TRUNCATED DOMES
4"- 1/2'PAVEMENT-SUPERPAVE HMA FACE OF CURB/GUTTER FLOWLINE ao� A d W
6"-3 4"GRAVEL UNDER \\�"'� d ,�
NOTES:BLUE LAKES BOULEVARD PATCHBACK SIMILAR WITH ..:.., :'• �y A
15.5"-3 4"TYPE 1 BASE COURSE COMP. CURB COMPACTED TO A MIN.
4"PAVEMENT AND 24"GRAVEL BASE. a LIP OF GUTTER TOP OF ASPHALT F
FOR PATCHBACK SECTIONS CUT ASPHALT VERTICALLY i0 A MIN.OF 95X MAX.DENSITY OF 95R MAX.DENSITY / 3"CLR. a o
AT CATCH POINTS AS NOTED PER PLAN. GEOTEXDLE MATERIAL '„; NO HIGHER THAN 5/8"ABOVE BOWLINE 12" NO.4 REBAR 1e _
4"THICK CONCRETE SIDEWALK WITH 2"-3 4"TYPE 1 � "'�' � o
NATIVE SOIL COMPACTED TO A MIN. 6"OF COMPACTED 3/4"TYPE 1 GRAVEL BASE REQUIRED
BASE GRAVEL UNDER SIDEWALK COMPACTED i0 A MIN. OF ``,��'� � � d
OF 95%MAX.DENSITY 95X MAX.DENSITY.SEE PLAN FOR LOCATION TO BE CONST.
_Typical Street Crow Section► Accessible Ramp Details Valley Gutter Detail
Locust Street 0 atchback and Full Section Where Applicable) ZUA rLGS rus, DO NOT SCALE DRAWINGS
CONTRACTOR SHALL VERIFY ALL
CONDITIONS AND DIMENSIONS AT
THE JOB SITE AND NOTIFY THE
ENGINEER OF ANY DIMENSIONAL
ERRORS,OMISSIONS,OR DIS-
CREPANCIES BEFORE BEGINNING
OR FABRICATING ANY WORK.
PLANS UPDATED:3-25-2024
Jo 9
oy. Contract on it.�����' 14924
(E� Midpoint,� Contr ct-on it / % �l� 09 9>p���O
VO
@ Midpoint j i/� _� �i� DF
n o s
Form 1 1 r Lip At
: � � � / � y,j ✓,' Face of Approach � T. VAWSER
Form 1 1/2" Lip At �`� ~ �'�%/ %�/' / aA*xx
Face of Approach „ i T. VAWSER
APRIL,2020
NOTE: ace
CONCRETE THICKNESS TO BE 6"THOUGHOUT APPROACH AS SHOWN
NOTE: AND 6'-0"TAPERS W/4"-3/4'TYPE 1 BASE GRAVEL. `"D`a` 316-19 BASE
Expansion Material CONCRETE THICKNESS TO BE 6"THOUGHOUT APPROACH Expansion Material �•L '
(Typ. Both Ends) W/4"-3/4"TYPE 1 BASE GRAVEL. (Typ. Both Ends) 110' 51-23
Driveway Approach Detail @ Detached Sidewalk Driveway Approach Detail @ Attached Sidewalk
REF: CITY OF T.F.STD.DWG. TFSD-710C ZUA REF.: CITY OF T.F.STD.DWG. TFSD-710B nu C - 10