WALL MOUNTED PUMP CONTROL WEIL SERIES 8136 DUPLEX CONTROL PANEL-LOCATED AS DIRECTED BY DU PLBG SHOP

4'0 ELATTOP SECTION w/M/N 26 "0 MANHOLE ERAME AND LID - NEENAH R-1682-1S OR APPROVED EQUAL

4 INLET PIPE EROM PERIMETER DRAIN RE: SHT. C4.08

TO HIGH WA TER ALARM LIGHT SET ABOVE AREA WELL GRA TING ON EAST FACE OF BLDG ABOVE THE SUMP PIT

ALUM. STEPS 12" O.C. 2" DISCHARGE TO SDMH N-7.0 100- YEAR HGL = 5366.11

I.E= 5343.89 (ARCH. =81 '—1")

GATE VALVES

4" INLET PIPE FROM UNDERSLAB DRAIN RE: SHT. C4.08

LANDSCAPED AREA HARDSCAPED AREA

y/////////////////////////////̂

t COMPACTED BACKFILL 7

WIDTH SEE NOTE 3

NDSP.N. 1206 6"PLUG ADAPTER

"NDS PART NO. (P.N.) 1200" 12"x 12" CA TCH BASIN W/ 6" UNI VERSAL L OCK/NG OUTLET P.N. 1266

EM

INV= 5343.19 (ARCH. =80'-4 J/f")

TTTiii—11 IJTT-LU I_L— 1

UNDISTURBED EARTH

4" INLET PIPE FROM ELEVATOR #1 PERIMETER DRAIN RE: SHT. C4.08

5339.68 (ARCH. =76'-10 5/b")

UNIONS

2-WEIL / MODEL 1607 SUBMERSIBLE PUMPS 3-PHASE, 480 VOLT W/ MICROSWITCH (I HP @ 1750 RPM) 80 GPM @ 30.5' T.D.H. PROVIDE REMOVAL RAIL SYSTEM

RECAST MANHOLE BASE SECTION (OVERSIZED FOR BALLASTING) WITH 48" I.D. x 36" HIGH BARREL SECTION

GREA TER THAN OR —'

EQUAL TO 2'

Mo?01;. boP ?°v?i P£ooOo Oo O*0°o.o ^ On°-°

•IN MULCHED AREAS USE: NDSP.N. 1211" 12" SQUARE BLACK GRA TE

FINISHED GRADE

6" OR 8" PVC CAP

NDS #111 BC, 10" ROUND VAL VE BOX W/ LID (COLOR = GREEN)

FINISHED GRADE LANDSCAPE AREA

"0 SDR 35 PVC NIPPLE. ADJUST LENGTH PER INVERTS ON PLAN

6"x 6" OR 6"x 8 OR 8"x 8" WYE (6" OR 8" FROM UP-GRAD/ENT)

6" OR 8" PVC 6" OR 8" PVC 1/8 BEND

6" OR 8" PVC 1/8 BENL

6"0 SDR 35 PVC OUTLET PIPE NIPPLE SLOPE & 1.0%. M/N.

6"0 SDR 35 PVC 45' BENDS

o&' 00U^oO

PIPE LINE

-BEDDING TO BE 3/4" CRUSHED ROCK PER DENVER WASTEWATER STANDARDS.

FLOW FILL SEE NOTE 5.

NORM ENJRY. PLAZA AREA & NORTHEAST.PLANTER

12"x 12" AREA INLET DETAIL

6 OR 8" PVC STORM DRAIN

: -i Y Ny. -:;AV

CONC. CRADLE W/ 6" M/N. COVER BELOW 8c AT SIDES OF PIPE

NO SCALE

ANGLE BEND /DEAD END W/SERVICE CONNECTION

LANDSCAPE AREA STORM DRAIN CLEANOUT DETAIL

NO SCALE

IN SOD AREAS USE: "NDSP.N. 1812" 18" SQUARE GREEN GRA TE-

NOTES: 1.

2. 3.

4.

5.

#5 @ 12"O.C. EACH WAY

NOTE: THE EXCA VA DON FOR INSTALLA HON OF THIS SUMP IS TO BE AUGURED TO AVOID DISTURBING THE SOIL AROUND THE ADJACENT DRILLED PIERS.

PERIMETER/UNDERSLAB DRAIN SUMP DETAIL NOT TO SCALE

UNDISTURBED SOIL

TYPICAL TRENCH SECTION NO SCALE

THE FLO WEILL REQUIREMENT IN THIS TYPICAL SECTION APPLIES TO UTILITY PIPES AND CONDUITS BOTH OUTSIDE AND INSIDE THE BUILDING FOOTPRINT.

TRENCH TO BE BRACED OR SHEETED AS NECESSARY FOR THE SAFETY OF THE WORKMEN AND PROTECTION OF OTHER UTILITIES IN ACCORDANCE WITH APPLICABLE LOCAL, STATE AND FEDERAL SAFETY REGULATIONS. PIPE SHALL BE BEDDED FROM 6" BELOW THE BOTTOM OF THE PIPE TO 12" ABOVE THE TOP OF THE PIPE. TRENCH WIDTH SHALL NOT BE MORE THAN 16" NOR LESS THAN 12" WIDER THAN THE LARGEST OUTSIDE DIAMETER OF THE PIPE. COMPACTION SHALL BE AS FOLLOWS: PIPE ZONE BEDDING 6" UNDER AND 12" OVER PIPE WILL REQUIRE 95% S.P.D. TRENCH ZONE ABOVE BEDDING MA TER/ALS, FULL TRENCH SECTION IN PA VED AREAS LIMITS WILL REQUIRE 98% S.P.D. TRENCH ZONE ABOVE BEDDING MATERIALS, OUTSIDE OF PAVED AREAS WILL REQUIRE 95% S.P.D.

FLOW FILL IS REQUIRED UNDER ALL UTILITY PIPES, CONDUITS 8c CONDUIT DUCT BANKS IN THE AREA BETWEEN THE BUILDING FOUND AVON AND THE LIMITS OF THE BACKSLOPES FOR THE BUILDING EXCA VA VON. THIS FLOWF/LL REQUIREMENT SHALL ALSO APPLY TO ALL AREAS OF OVER-EXCAVATION. FLOWFILL SHALL BE PLACED FROM UNDISTURBED SOIL UP TO 6" BELOW THE BOTTOM OF PIPE IN ALL AREAS WHERE THE DEPTH OF FILL BELOW THE PIPE IS EQUAL TO OR GREATER THAN 2'.

IN MULCHED AREAS USE: "NDSP.N. 1811" 18" SQUARE BLACK GRA TE

FINISHED GRADE

6" OR 8"PVC CAP

NDSP.N. 1206 6" PLUG ADAPTER

8"0 SDR 35 PVC, 6"D./.P., OR 8" D./.P. OUTLET PIPE PER PLAN SLOPE PER PLAN

"NDS PART NO. (P.N.) 1882" 18"x 18" CATCH BASIN W/6" UNIVERSAL LOCKING OUTLET P.N. 1266 OR 8" UNIVERSAL LOCKING OUTLET P.N. 1888 PER PIPE SIZE ON PLAN

SEE LANDSCAPE FOR DEL/NEA VON OF SOD AND MULCHED AREAS.

18" NDS AREA INLET DETAIL NO SCALE

NDS#111BC, 10"ROUND NN SHED GRADE VAL yr BOX W/UD LANDSCAPE AREA LABELED "C.O."

(COLOR = GREEN)

8 x6 OR 8 x8 45° WYE

8" PVC STORM DRAIN ̂CONC. CRADLE W/6" M/N. CO VER

BEL OW 8c AT SIDES OF PIPE

IN LINE

LANDSCAPE AREA STORM DRAIN CLEANOUT DETAIL

NO SCALE

C.I. TRACER. WIRE TEST STA VON

WALL MOUNTED PUMP CONTROL WEIL SERIES 8136 DUPLEX CONTROL PANEL W/ DOME LIGHT - LOCA VON IN LOADING/RECEIVING AREA PER DU PLBG SHOP

4'0 FLATTOP SECTION w/3O"0 MANHOLE FRAME• AND UD

NEMA 4 DISCONNECT SWITCH BY EC. FOR SUMP PUMPS

8" INLET PIPE FROM~̂ S\ TYPE 16 VALLEY INLET ̂

WARNING TAPE 12" BELOW GRADE

6" OR 8"PVC CA!

FINISH GRADE

TEST STA VON (TYP) SEE NOTES

TTT 2" DISCHARGE TO STORM DRAIN LINE. HIGH WA TER LINE IN

-) ADJACENT POND = 5 5362.17

I.E= 5360.1

ALUM. STEPS 12" O.C.

GATE VALVES

4" INLET PIPE FROM EAST LOADING AREA RETAINING WALL DRAIN

CONCRETE COLLAR 6" M/N WIDTH/DEPTH (TYP <3> ALL TEST STA T/ONS)

IN SOD AREAS USE: "NDSP.N. 1210" 12" SQUARE GREEN GRA TE-

MANHOLE

TRACER WIRE TAPED PIPE. SPLICING NOT ALLOWED BETWEEN TEST I STA T/ONS.

IN MULCHED AREAS USE: "NDSP.N. 1211" 12" SQUARE BLACK GRA TE

•FINISHED GRADE

i 24'

NEENAH # R-1976 CAST IRON FRAME AND COVER

24 x 24" SQUARE -CONC. COLLAR

1-#4 ALL AROUND-

8"PVC STORM DRAIN PIPE•

N j- FINISHED GRADE

fcT, i

» «

* •

77H *

OQ

NDSP.N. 1206 6"PLUG ADAPTER

Y 3

NOTES:

TRACER WIRE & TEST STA 7ION DETAIL NO SCALE

HARDSCAPE AREA STORM DRAIN CLEANOUT DETAIL

NO SCALE

!NV.= 5358.00

" INLET PIPE FROM DOWN SPOUT IN EXTERIOR STAIR WELL

INV= 5354.50

1. ALL STORM AND SANITARY LINES INSTALLED ON THIS PROJECT SHALL HAVE 12 GAUGE TRACER WIRE. ALL TRACER WIRE SHALL BE TESTED AND VERIFIED BY THE CONTRACTOR IN THE PRESENCE OF THE OWNER. IF CONDUCTIVITY CANNOT BE DEMONSTRATED THE TRACER WIRE SHALL BE REPAIRED AT THE CONTRACTORS' EXPENSE.

2. TEST STATIONS SHALL BE INSTALLED ON THE TRACER WIRE AT THE LOCATIONS INDICATED ON SHEET C3.0 SITE UTILITY PLAN. TEST STATIONS SHALL BE "CP" TYPE GLENN 4 TEST STATION WITH HEAVY C.I. COVER (LOCKING) WITH 4 TERMINALS, 4" I.D. X 1-6" SHAFT LENGTH.

6"0 PVC (ASTM 2729) OUTLET PIPE SLOPE PER PLAN

"NDS PART NO. (P.N.) 1200" 12"x 12" CATCH BASIN ON DEADENDS. "NDSP.N. 1203" 12"x 12" CA TCH BASIN FOR FLOW- THROUGH. BOTH W/6" UNIVERSAL LOCKING OUTLET(S) P.N. 1266

SEE LANDSCAPE FOR DEUNEA VON OF SOD AND MULCHED AREAS.

12" NDS AREA INLET DETAIL NO SCALE

FIT DOWNSPOUT INTO SHOE

-WA TER PROOF CAULK AROUND CONNECTION

2-WEIL / MODEL 1601 SUBMERSIBLE PUMPS 3—PHASE, 480 VOLT W/ MICROSWITCH (1 HP @ 1750 RPM) 140 GPM @11.53 T.D.H.

OUTSIDE WALL OF BUILDING

TTrlJJrrl I IJTTUI LL-

UND/STURBED EARTH #4 @ 12"O.C.

EACH WAY

4X6 INCREASING _ SDR 35 BUSHING / SXG

6"SDR 35 FABR/CA TED 90°EL SXG

•FINISHED GRADE

CAST IRON DOWNSPOUT BOOT. NEENAH R-4929-09 W/4X6 INSIDE TOP BELL

6" SDR 35 PIPE TO STORM DRAIN @ 1.0%M/N. SLOPE. BED PIPE W/ M/N. 6 " BEDDING (PER DEN VER WASTE WA TER STD.) ALL AROUND. rQ

LOADING AREA STORM DRAIN SUMP DETAIL NOT TO SCALE

DOWNSPOUT IN LANDSCAPE AREA

DOWNSPOUT SHOE DETAIL NO SCALE

CALL UTILITY NOTIFICATION CENTER OF COLORADO

811 CALL 2—BUSINESS DAYS IN ADVANCE

BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND

MEMBER UTILITIES.

CITY AND COUNTY OF DEN VER DEPARTMENT OF PUBLIC WORKS

DEVEL OP MEN T ENGINEERING SER VICES DS PROJECT NO. 2014-0294, PR-2014-015

PROJECT NAME: DANIEL SECS + KNOEBEL CSA

PR/VA TE STORM DRAIN CIVIL DETAILS 1 OF 3

DESIGNED BY GPA DRAWN BY GPA CHECKED BY BMC

DA TE 2/10/14 DA TE 2/10/14 DA TE 2/10/14

DATE ISSUED: 3/12/2014

SHEET OF 14 SHEETS

DRA WING NO.

C4.12

CIVIL DETAILS 1 OF 3

LO CO c\i CM o

o CM

UNIVERSITY ̂DENVER

The Daniel Felix Ritchie School of Engineering and Computer Science + The Knoebel Center for The Study of Aging

Mark Rodgers, AIA University Architect University of Denver Office of the University Architect 2400 South Race Street Denver, Colorado 80208 (303)871-4746

.-jidersonl. Architects

Architect AndersonMasonDale Architects, P.C. 3198 Speer Boulevard Denver, Colorado 80211 (303) 294-9448 www.amdarchitects.com

Structural Martin/Martin Consulting Engineers 12499 West Colfax Avenue Lakewood, Colorado 80215-3720

(303) 431-6100 www.martinmartin.com

Mechanical / Electrical Shaffer Baucom Engineering & Consulting 7333 W Jefferson Ave, Suite 230 Lakewood, Colorado 80235 (303) 986-8200 www.sbengr.com

Laboratory Research Facilities Design 3965 Fifth Avenue, Suite 400 San Diego, California 92103-3192 (619) 297-0159 www.rfd.com

Landscape Architect SDesign Inc. P.O. Box 724 Bailey, Colorado 80421-1838 (303) 838-5554 www.ldeasOutside.com

Civil Anderson & Hastings Consultants, Inc. 12596 W Bayaud Ave, Suite 350 Lakewood, Colorado 80228 (303) 433-8486 www.ahceinc.com

Code Advanced Consulting Engineers, Inc. 3900 S. Wadsworth, Unit 595 Lakewood, Colorado 80235 (720) 981-4150 www.acecode.com

Acoustics D. L. Adams & Associates, Inc 1536 Ogden Street Denver, Colorado 80218 (303) 455-1900 www.dlaa.com

Technology Rimrock A BCER Group 10807 New Allegiance Drive, Suite 400 Colorado Springs, Colorado 80921 (719) 533-1112 www.rimrockgroup.com www.bcer.com

AV K2 Audio, LLC 4900 Pearl East Circle Suite #201E Boulder, Colorado 80301 (303) 865-5500 www.k2audio.com

Fire Protection Farnsworth Group, Inc. 8055 East Tufts Avenue, Suite 850 Denver, Colorado 80237 (303) 692-8838 www.f-w.com

Issue

me

Date

ISSUE FOR BID 20 MARCH 2014

Project Number:

Drawn By:

Reviewed By:

Approved By:

12-069

GPA

JA

JVH

CIVIL DETAILS 1 of 3

C4.12 C4.12 00