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Towamencin Senior ApartmentsTowamencin Senior ApartmentsCategory: Nursing Homes Project ID #: 1003171047Street Address: Forty Foot Road Lansdale PA 19446 Staff Estimate Value $27,000,000.00County: Montgomery Stage: BIDDING - SUBBIDS: ASAPBid Date: 6/6/2017 , 02:00PMArchitect: Lenity ArchitectureDocuments Available: Plans, Specs, Addenda available in
InsightPlans available from KBE Building Corp. - Farmington Office
Last Update: 5/31/2017 Plan Addenda,Plans,Spec Addenda,Specs were Added/Updated
Personal NotesPersonal NotesUserUser NoteNote UpdateUpdate
DateDatePrivate?Private?
Adam Sweet 1KGAL PRECAST CONCRETE INTERCEPTOR 5/31/2017 False
NotesNotes
Scope Site work, paving and new construction of an elderly care / assisted living facility in Lansdale,Pennsylvania. Completed plans call for the construction of a 90,000-square-foot, three-story abovegrade, 111-bed elderly care / assisted living facility. A general contractor has been awarded. Thescope of work includes sitework, landscaping, irrigation system, metal railing fences and gates,concrete, gypcrete, masonry, manufactured stonework, structural steel, load-bearing steel stud & joistsystem, metal stairs, exterior metal railing and fencing, finish carpentry, custom-built casework &shelving, siding (Hardie), FRP, bituminous dampproofing, thermal insulation, weather resistivebarriers, concrete roof tile, single-ply roofing, shingle roof, roof accessories, joint sealants, doors,frames & hardware, accordion door, automatic doors, sloped glazing, drywall, exterior stucco,ceramic tile, acoustic tile, resilient flooring, carpet, painting, corner guards, fireplaces, flagpoles, signs,lockers, toilet accessories, misc. specialties, commercial laundry equipment, food service equipment,residential appliances, manufactured casework, stone countertops, window blinds and shades,elevators, sprinklers, HVAC & electrical. As of May 30, 2017 this project is being bid out tosubcontractors For questions regarding Scope, please see the following: Dale Cote: Division 2 (SiteWork & Landscaping) - [email protected] 860-284-7445 Houston Miller: Divisions 3 - 5(Concrete, Masonry & Steel) - [email protected] 860-284-7414 Ray Suite: Divisions 6-14(General Trades & Finishes, etc.) [email protected] (860)284-7630 Charlie Juhasz: Divisions15 & 16 (MEP) [email protected] 860-284-7479 Mandatory Alternates: 1) Provide a deduct ifOwner provides the light fixture package. The Electrical Contractor is responsible for receiving,unloading, and handling Owner-furnished items at Project site.The Electrical Contractor isresponsible for protecting Owner-furnished items from damage during storage and handling,including damage from exposure to the elements. If Owner-furnished items are damaged as a resultof electrical contractor's operations, electrical contractor shall repair or replace them. 2) Provide adeduct credit for all CATV wiring. We have attached our KBE Standard Subcontractor AgreementForm (e.g. Long Form & Short Term). Please acknowledge receipt of this on your proposal.
Notes Bid Date: 06/06/2017 02:00PM Please direct all questions to KBE: Ray Suite [email protected](860)284-7630 Pre-Bid Meeting: 05/31/2017 10:00AM MEET AND GREET at the Courtyard byMarriott, 1737 Sumneytown Pike, Lansdale, PA on 5/31/17, between 10.00 AM - 2.00 PM. AllSubcontractors/Suppliers are invited to meet with the KBE team and discuss this project and otherupcoming projects. Development include(s): Paving, Site Work, New Construction
Details [Division 2]: Earthwork, Grading, Paving & Surfacing, Water Systems. [Division 3]: Concrete Formwork,Concrete Reinforcement, Structural Concrete. [Division 4]: Clay Unit Masonry, Stone. [Division 5]:Structural Steel, Metal Decking, Cold Formed Metal Framing, Metal Fabrications, Metal Stairs,Ornamental Metals. [Division 6]: Rough Carpentry, Finish Carpentry, Architectural Woodwork, CustomCasework, Plastic Fabrications. [Division 7]: Waterproofing, Dampproofing, Insulation, Firestopping,Shingles, Roofing Tiles, Membrane Roofing, Skylights. [Division 8]: Metal Doors, Wood Doors, FoldingDoors & Grilles, Entrances & Storefronts, Plastic Windows, Hardware, Glass & Glazing. [Division 9]:Ceiling Suspension Systems, Drywall/Gypsum, Tile, Acoustical Ceilings, Acoustical Walls, ResilientFlooring, Carpet, Painting. [Division 10]: Wall & Corner Guards, Fireplaces & Stoves, Flagpoles, ExteriorSigns, Interior Signs, Lockers, Partitions, Toilet & Bath Accessories. [Division 11]: Parking ControlEquipment, Food Service Equipment. [Division 12]: Manufactured Casework, Window Treatment,Furniture. [Division 14]: Elevators. [Division 15]: Plumbing Piping, Plumbing Fixtures, Cooling Towers,Air Handling, Ductwork. [Division 16]: Service/Distribution, Interior Lighting, Exterior Lighting, StandbyPower Generator Systems, Lightning Protection Systems, Alarm & Detection Systems, Voice & DataSystems, Electrical Controls.
Additional DetailsAdditional DetailsListed On: 6/8/2016 Floor Area: 90,000Square FeetContract Type: Work Type: New
Report Date: 5/31/2017 10:42:22 AM © 2017 ConstructConnect. All Rights Reserved. Page 1 of 2
Stage Comments 1: Floors Below Grade:Stage Comments 2: Owner Type: PrivateBid Date: 6/6/2017 Mandatory Pre Bid Conference:Invitation #: Commence Date: 10/2/2017Structures: 1 Completion Date: 12/20/2018Single Trade Project: Site Area:Floors: 3 LEED Certification Intent:Parent Project ID: Units: 111Parking Spaces:
Project ParticipantsProject ParticipantsCompany RoleCompany Role Company NameCompany Name ContactContact
NameNameAddressAddress PhonePhone EmailEmail FaxFax
Owner Columbia PacificAdvisors
1910 FairviewAvenue E. Ste. 200 ,Seattle, WA 98102
(206) 728-9063
Developer Wegman Companies,Inc.
Jerry Watkins 550 Latona RoadBuilding A, Ste. 100,Rochester, NY 14626
(585) 225-7370
(585) 225-0887
General Contractor KBE Building Corp. -Farmington Office
Ray Suite 76 Batterson ParkRoad , Farmington,CT 06032
(860) 284-7110
(860) 284-1174
General Contractor New ValleyConstruction
SteveBoscardin
8777 E Via DeVentura Suite 124,Scottsdale, AZ 85258
(602) 909-8574
Architect Lenity Architecture ToddCoughran
3150 Kettle Ct. SE. ,Salem, OR 97301
(503) 399-1090
(503) 399-0565
ContractsContractsClassificationClassification ConditionsConditions BondingBonding Bid DateBid Date Bids ToBids To Bid TypeBid TypeGeneral Contractor 6/6/2017 General Contractor Open Bidding
HistoryHistoryUserUser ViewedViewed First Viewed DateFirst Viewed Date Currently Tracked?Currently Tracked? Date TrackedDate TrackedAdam Sweet True 5/31/2017 True 5/31/2017
Report Date: 5/31/2017 10:42:22 AM © 2017 ConstructConnect. All Rights Reserved. Page 2 of 2
4" CAP BOLTED 4" CAP BOLTED24" CAST IRON COVER- BOLTED (TYP)
24" CAST IRON COVER BOLTED (TYP)
FINISHED GRADE
NOTESrss
wïzmm. mmmm. I. PROVIDE MANHOLE FRAMES AND COVERS MEETING THEREQUIREMENTS OF PUBLICATION 408 , SECTION G05. 2< b) . DESIGN MANHOLE FRAME, COVER AND GRADE ADJUSTMENT FING5 FOR PHL S3 I H525Î LIVE LOAD.ADJACENT TO ROADWAY, DESIGN FOR ALL POSSIBLE LIVE LOADS AS APPROVED BY THE DEPARTMENT.
(41CO V////////////////////// oviLd
6' IF MANHOLES ARE NOT IN QR► 4 v.jCE » W
i y.<E>CAST IN PLACE
COUPLING3— 2. PROVIDE MANHOLE FRALES , COVERS AND GRADE ADJUSTMENT RISERS
SUPPLIED BY A MANUFACTURER AS LISTED IN BULLETIN 15.FOR DEVIATION OR MODIFICATION TO THE STANDARDS ,SUBMIT SHOP DRAWINGS FOR APPROVAL.
SEE DETAIL A AND NOTE 3,FOR SELF-SEALING MANHOLE COVER DETAILS.
TYPICAL INSTALLATIDNCDNFIGURATIDN DETAIL r~. ELEVATION VIEW•*- ELEVATION VIEW 3. PROVIDE A GASKET SEALING SYSTEM, DOVETAIL GRODVE AND
CONTINUOUS GASKET, AS INDICATED IN DETAIL A, TO PREVENT INFLOW THROUGH THE BEARING SURFACES, OF SURFACE RUNOFF WATER INTO THE MANHOLE SYSTEM, WHEN SPECIFIED. PROVICE 6 t 0i"3 OJA ONE PIECE SELF-SEAL POLYISOPRENE ROUND GASKET, 40 DUROMETER CLUED IN PLACE. PROVIDE TWO <21 LIFT HOLES AT 1aO* TO FACILITATE COVER REMOVAL FOR SELF-SEALING MANHOLE COVER.
»
[T'mmia I »I 11 I
..Î . •*.»4RAISEDLETTERS, 25 ( 1 "Î
4 »* * •’ln >•-24'- 4 **.«*«*'• ■ à -24'- r4 •; *«.
4. t p1' PVC ANTI-SIPHDNPIPE ADAPTER WATER TIGH
GASKET/Æ /ooo*<
m>ftftftft<
ft ft ft ft 4 ft 4
ftftftftftft ̂feii o o <, e t
ft ft ft ft ftd
Lfr4{'4t< \ft ft *ft 4
Ntftft ft 4
A '■? :S4. PROVIDE ONE LIFT HOLE TO FACILITATE COVER REMOVAL FOB
NON-SEAL INS MANHOLE COVER.4IIIL4* . . SANITARY SEWER• . k ‘ TYPICAL LIFT HOLES, SEE NUTES 3 AND 4.
CHTD
ECKERED DP DESIGN / \rQo♦ 4 ' A VTEE-l 5. FRAME AND GRADE ADJUSTMENT RISER TD HAVE A MINIMUM BEARING
SEAT OF 25 I I"I FOR COVER.
6. LOCATE TOP OF F RAIE OR ADJUSTMENT RISER 3 < /j '] BELO* THE TOP OF ROADWAY SURFACE.
\REMOVABLE WATERTIGHT ACCESS PORT. 6’ DPENII
WATERTIGHTGASKET
ANTI-SIPHDN DEV] SNOUT
DIL-DEBRIS HDDD
□IL AND DEBRISA
mX / \G 1 y- TYPICAL LIFT HOLE, Y SEE NOTES 3 AND 4.in■4 5 tt ' STdlRM!. Ï Lt 2-,I□ L l2. A
f r1\ T. PROVIDE GRADE ADJUSTMENT RISERS MEETING THE REQUIREMENTS
OF PUBLICATION 400, SECTION 606, AND AS MODIFIED HEREIN*/! \'f•4 •
■ 4 ■ .■V \□ / RAISED LETTERS, 50 ALTERNATE LETTERING INCLUDES SANITARY, WATER AND ELECTRIC. PROVIDE LETTERING WHEN SPECIFIED.
[ 2 "5 ,10' HDPE PIPE INTO
STDRMTANK
In sn A. CUSTOM FABRICATE EACH ADJUSTMENT RISER FROM MEASUREMENTS PROVIDED WITH EACH ORDER.
B. MANUFACTURE BAR STOCK AND RETAINER CLIPFROM U.S, MADE CARBON STEEL MEETING OR EXCEEDING THE MINIMUM REQUIREMENTS OF A5TM A-36M.
C. REQUIRE FULL CIRCUMFERENTIAL WELDS ON BOTH TOPAND BOTTOM RINGS, MAKE THE INNER WELD A BEVEL GROOVE WELQ (FLUSH FINISH) FOR PROPER SEATING OF MANHOLE LID AND MAKE THE OUTER WELD A FILLET WELD,
D. MAKE THE MINIMUM WIDTH OF AND 10 I«") , RESPECTIVELY.
E. TAP THE BOTTOM BAR STOCK RISER FOR M14 ADJUSTMENT BOLT.
F. REINFORCE THE ADJUSTMENT RISFF BENDING.
G. PROVIDE AH ADJUSTkENT RISER WHICH 15 FLU5H COVER AND DOES NOT ALLOW EXCESSIVE MOVEMENT.PROVIDE AN ADJUSTMENT RISER WHICH CONFORMS TO THE SHAPE OF THE ORIGINAL FRAME.
N /
l LD<. S.TQ-(OJ O HEAT DATE —
AND NUMBER (RAISED LETTERS
D = LIQUID LEVEL
.v► , 25 ( 1 "Ï
PLAN VIEW;
* A PLAN VIEW% * . 4. «- i 4 BOTTOM AND TOP BAR STOCK 25 (I ■)N“
kFOR MULTI-PIECE ADJUSTMENTMDUNTING FLANGE 0.. ‘4A CAST IRON MANHOLE COVERCA5T IRON MANHOLE COVERQJ CJ:u. QJ CsJ R iDERUiTELY TD PREVENT
m
(PLATEN COVER) WITHr“- J- (STANDARD COVER)/ 2-COATS APPROPRIATE INERT COATING
Oz
*.Ill
..i. ' '.'►V.'1 : 4 : . *►' .1* '- . . ■■ ■ « L ■________
LU 4 8. ATTACH FRAME AND/OR PRECAST CONCRETE GRADE RING5 RIGIDLYTO TOP OF MANHOLE, USE 3 M14 I 1/2") THREADED STUDS WITH HEX HEAD NUTS AND WASHEHS, INSERTED THROUGH AT 16 <%"l DIA HOLES THROUGH FRALE AND/OR RINGS. SPACE HOLES AT 12D* AND 50 (211) FROM OUTSIDE EDGE OF FRAME. EMBED STUDS 102 lA") MINIMUM INTO MANHOLE, GROUT STUDS INTO MANHOLE.
». ■ A. * >' 4 . ; i ■
914 < 36 11 ) MIN TO 1Q67 t 42 “) MAX□UTLET PIPE (HIDDEN)NOTES:1. ALL INLET AND OUTLET PIPES SHALL BE INSTALLED NO MORE THAN 12” LROM THE BOTTOM OL GREASE TRAP2. TANK TAPERS TOP TO BOTTOM AND IS TRAPEZOIDAL IN CROSS SECTION3. TANK IS 4000 PSI CONCRETE-STEEL REINFORCED CONCRETE CONFORMS TO ACI 318-16-4.5.1 AND 318-16-4.5.24. TANK DIMENISONS: 7'-6"L x 4’-0”W x 5’-D”D (EXTERNAL DIMENSIONS)5. WHEN LOCATED IN DRIVEWAYS OR PAVED AREAS, GREASE TRAP TO BE DESIGNED FOR APPROPRIATE LOAD BEARING CONDITIONS.6. ONLY KITCHEN SINK WASTE IS TO BE DIRECTED TO GREASE TRAP.
GREASE TRAP1000 GALLON \2 COMPARTMENT! TANK
N.T.S.
Y-4SOLIDS SETTLE ON BOTTOM
4Y.
» * - ■■ i .i-
BA BAFRONT VIEW 4 9, SET THE BASE OF THE FRAME AMD/OR PRECAST CONCRETE GRADE RINGS IN A BED OF CEMENT MORTAR.
SIDE VIEW
L J L JA-: ..A■ ■SNOUT DIL-VATER-DEBRIS SEPARATOR
DEVICE TO RESIST MOVEMENT (TYP 4 PLACES)
ADJ JSTMENT BOLT EOUIRED [MIN•NOTE- SUMP DEPTH
12' DIAM. OUTLET.FDR OUTLETS >DR= 15'. DEPTH = 2.5-3X DIAM.
□F 36' MIR. FDR < DR= 2 RELEVATION VIEW
OF MANHOLE FRAMENOTES)
INSTALLATIDN DETAIL i
NOTE: PLAN VIEW PLAN VIEW1. ALL HDDDS AND TRAPS FDR CATCH BASINS AND WATER QUALITY STRUCTURES SHALL BE
AS MANUFACTURED BYiBEST MANAGEMENT PRDDUCTS. INC.53 MT. ARCHER RD.LYME. CT 06371(860) 434-0277. (860) 434-3195 FAX TOLL FREE) (800) 504-8008 DR (888) 354-7585 WEB SITE: www.bnplnc.com □R PRE-APPRDVED EQUAL
,/■-MACHINED SURFACE
*T I Wi")INSTALL 2ND TRAP 2” LOWER TO MATCH INVERT OF 1ST CHAMBER
ONE PIECE ADJUSTMENT RISER MULTI-PIECE ADJUSTMENT RISER1. PROVIDE TWO-WAY CLEANOUTS BEFORE AND AFTER GREASE TRAP.2. WALLS, TOP, AND BOTTOM SHALL BE 6” THICK CONCRETE WITH #5 RODS, 6’ o.c. EACH WAY.3. PRECAST UNIT MAY BE INSTALLED, PROVIDED IT IS CONSTRUCTED IN ACCORDANCE WITH ALL
APPLICABLE CODES AND PIPING IS AS SHOWN IN THIS DETAIL.
4. PROVIDE BAFFLES IF REQUIRED BY LOCAL CODES.5. FIELD VERIFY EXACT LOCATION OF GREASE TRAP AND COORDINATE ITS LOCATION IN FIELD. THIS
CONTRACTOR SHALL REPAIR ALL EXISTING PAVING AND UTILITIES DAMAGED DURING INSTALLATION.6. IF INSTALLED IN TRAFFIC AREA PROVIDE 6” THICK CONCRETE COLLAR OVER GREASE TRAP FLUSH
WITH GRADE, TO EXTEND MINIMUM 12’ PAST ALL SIDES OVER GREASE TRAP. PROVIDE #4 BARS12” o.c. EACH WAY.
T
kTi DETAIL B/
T1rp FOAM GASKET W/
PSA BACKING
{TRIM TO LENGTH)
MOUNTING
FLANGE
1 3 E i 3Ty*M)|«MINIMUM
DIMENSIONS OF DOVETAIL FOR GASKET,SEE NOTE 3.
»4 ■■NOTE: EITHER ALL METRIC OR ALL ENGLISH VALUES
MUST BE USED ON PLANS. METRIC AND ENGLISH VALUES SHOWN MAY NOT BE MIXED.
5,5 (
6 1 '/. "> SECTION A-A SECTION B-BANCHOR W/BOLT (SEE DETAIL A)-■'X
2. ALL HDDDS SHALL BE CONSTRUCTED DF A GLASS REINFORCED RESIN COMPOSITE WITH
ISD GEL CDAT EXTERIOR FINISH WITH A MINIMUM 0.125* LAMINATECOMMONWEALTH OF PENNSYLVANIA
DEPARTMENT OF TRANSPORTATIONINSTALLATION NOTE: DETAIL A ADJUSTMENT RISERSD
■ IPOSITION HOOD SUCH THAT BOTTOM FLANGE IS A DISTANCE OF 1/2 OUTLET PIPE DIAMETER (MIN.) BELOW THE PIPE INVERT. MINUMUM DISTANCE FOR PIPES <1T I.D. IS 6".
THICKNESS. GASKET SEALING SYSTEM 2ILRKAU OP DESIGN
ALL HDDDS SHALL BE EQUIPPED WITH A WATERTIGHT ACCESS PDRT, A MDUNTING FLANGE.
AND AN ANTI-SIPHDN VENT AS DRAWN. (SEE CDNFIGURATIDN DETAIL)
3. 1/2 D■ L
\» STANDARD MANHOLES COVERS, FRAMES AND ADJUSTMENT RISERS
SKET COMPRESSED BETWEEN HOOD AND
STRUCTURE (SEE DETAIL B)
THE SIZE AND POSITION DF THE HDOD SHALL BE DETERMINED BY OUTLET PIPE SIZE AS
PER MANUFACTURER'S RECOMMENDATION.
4.12" 12" 12"’ *. DETAIL A
JFIN. PAVED SURFACE PVC CLEANOUT HUB WITH THREADED PLUGmm. A
5. THE BDTTOM OF THE HDDD SHALL EXTEND DOWNWARD A DISTANCE EQUAL TD 1/2 THE
/ \
PAVINGCROSSSECTION(VARIES)
.........................................................................y y 11111111111111111111111 ,ANCHOR SHIELD' SHT _5_ 0F_£_RECQMJENDED JUN. I, ?D10 RECOMMENDED 1 ■ gol°DRILLED HOLEOUTLET PIPE DIAMETER WITH A MINIMUM DISTANCE OF 6* FOR PIPES <12' STAINLESS BOLT
, B*T. UA omsisf? UIBECTOH. BUREAU OH PE5IGHI.D, TC.
RC-39MEXPANSION CONE
(NARROW END OUT)miEFZ6. THE ANTI-SIPHON VENT SHALL EXTEND ABOVE HODD BY MINIMUM DF 3* AND
A MAXIMUM DF24' ACCORDING TD STRUCTURE CDNFIGURATIDN,
2
o s-°
lim
VTHE SURFACE DF THE STRUCTURE WHERE THE HDDD IS MOUNTED SHALL BE FINISHED7.
Nsil*•••
36" SQ. CONCRETE STABILIZING PAD■CAST IRON FRAME & COVER (MAX. HEIGHT - 6") SUITABLE FOR H20 TRAFFIC LOADING
SMOOTH AND FREE OF LOOSE MATERIAL,
8. THE HOOD SHALL BE SECURELY ATTACHED TO STRUCTURE WALL WITH 3/8' STAINLESS RISER PIPE
• •• O'® «®BB«C o > O#o®*D* «
■STEEL BOLTS AND OIL-RESISTANT GASKET AS SUPPLIED BY MANUFACTURER. (SEE
INSTALLATIDN DETAIL)
>
■
HOOD SPECIFICATION FOR CATCH BASINS AND
WATER QUALITY STRUCTURES
• n®:*•:VoO oVo9, INSTALLATION INSTRUCTIONS SHALL BE FURNISHED WITH MANUFACTURER
SUPPLIED6” AASHTO #8 CRUSHED STONE AROUND RISER PIPE
l.V
m
V»
INSTALLATION KIT.INSTALLATIDN KIT SHALL INCLUDE.A. INSTALLATION INSTRUCTIONSB. PVC ANTI-SIPHON VENT PIPE AND ADAPTERC. OIL-RESISTANT CRUSHED CELL FOAM GASKET WITH PSA BACKINGD. 3/8' STAINLESS STEEL BOLTSE. ANCHOR SHIELDS
■
'0*0
DESCRIPTION
□IL- DEBRIS HDDD SPECIFICATION AND
INSTALLATIDN (TYPICAL)
SCALE
NDNE
DATE
09/08/00BEND AS REQUIRED TO MAKE RISER VERTICAL
DRAWING NUMBER
SP-SNUS Patent # 6126817 • o“o ■ o ”o • o “«•o • o mO • o*« • o*o-o*0'o'«*o
0.,"0■e"oio •■•o.o,0i,*0 *• • Omo • O •« • o
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STRUCTURES TO BE FITTED WITH SNOUT: NOTES:1. ALL INLETS DIRECTLY UPSTREAM OF AN UNDERGROUND BASIN MUST BE FITTED WITH A SNOUT.2. CONTRACTOR IS RESPONSIBLE FOR ENSURING THE PROPER SUMP DEPTH IS PROVIDED IN ALL STRUCTURES REQUIRING A SNOUT.3. REFER TO PIPE DRAINAGE SYSTEMS OPERATIONS AND MAINTENANCE NOTES.
£ 5PROPOSED SNOUT DETAILINLET 6 INLET 10 INLET 13 INLET 14A INLET 15 INLET 16
j"© •o •a uO• fl•o*0#o*0,o*0 o 90 • ©*0 » a mO » e
• o*0•0*0■o*0 -
N.T.S.SERVICE UNE
CLEANOUT IN PAVED AREASNOT TO SCALE
NOTES1, PRECAST MANHOLES hEETING THE REQUIREMENTS OF PUBLICATION
408, SECTION 714, MAY BE SUBSTITUTED FOR THE STAWURQ CAST-IN-PLACE UAUIOLE. FOR DEVIATION OR MODIFICATION OF THE STANDARDS, SUBMIT SHOP DRAWINGS FOR APPROVAL.
2. FOR CONSTRUCTION REQUIREMENTS SEE NOTE 1, SHEET 1,FOR DESIGN REQUIREMENTS SEE NOTE I , SHEET 5.
3. FOR PERMISSIBLE LOCATION OF PIPES SEE PLAN VIEW AND NOTE 3,SHEET 1,
4. FOR RISERS OR BASE SECTIONS WITH OPENINGS, PROVIDE A MINIMUM HEIGHT OF SECTION SD AS TO PROVIDE AN UNCUT WALL EQUAL TD 2QK OF THE OPENING, BUT NO LESS THAN 203 C 8 "I , BETWEEN THE OPENING AND THE CL05EST JOINT BETWEEN RISERS -
5. FOR PRECAST RISER OR BASE SECTIONS WITH ONE OPENING LOCATEDAT DEPTHS TO 18, 0 m (60W , PROVIDE CIRCUMFERENTIAL REINFORCEMENT IN ACCORDANCE WITH SECTION B-B, FOR SECTIONS WITH TWO OR MORE OPENINGS, LOCATED AT DEPTH OF 3.0 m f 10') AND LESS, PROVIDE CIRCUMFERENTIAL REINFORCEMENT EQUAL TO 340 ITTT1VVEHTICAL IT (0. 16 In */VERT I CAL FTI FOR THE HEIGHT OF RISER OR BASE SECTION.
6. FOR RISERS OR BASE 5ECTJ0NS WITH TWO OR MORE OPENINGS, LOCATED AT A DEPTH GREATER THAN 3.0 m MO'!, BUT LESS THAN OR EQUAL TO 7,6 m ( 25' ) , PROVIDE CIRCUMFERENTIAL REINFORCEMENT EQUAL TO 930 mm=/VERTICAL m ( D.44 In Z/VERT ICAL FTI FOR THE HEIGHT OF THE RISER QR BASE SECTION.
SEE DETAIL B.
7. FOR RISERS OR BASE 5ECTI0NS WITH TWO OR MORE OPENINGS,AT DEPTHS CHEATER THAN 7. B m (Z5r) t USE A 254 ( 10") TH OR BASE SECTION WITH CIRCUMFERENTIAL REINFORCEMENT EQUAL 470 rm^/VERTICAL m [0.22 ln*/VERTICAL FT) EACH FACE.
LOCATEDWALL RISER
TDICK
MARK RISERS OR ALLOWABLE DEPTH,
BASE SECTIONS WITH HOLES CLEARLY WITH MAXIMUMË.
S. PROVIDE ADDITIONAL REINFORCEMENT BARS AROUND OPENINGS AS SHOWN ON REINFORCEMENT DETAILS AT OPENINGS SHEET 1.
10, FOR CHANNEL DETAILS IN PRECAST MANHOLE SEE CAST-IN-PLACE MANHOLE SHEET 1.
PROVIDE MANHOLE STEPS MEETING THE REQUIREMENTS OF PU 408 , SECTION 605.2(c). ALTERNATE CONFIGURATIONS AND DIMENSIONS , AS APPROVED BY THE ENGINEER, MAT BE USED.
I"1 SECTION DIMENSION FOR METAL STEPS.SECTION DIMENSION FOR NON-DETER IORAT INC
11. BLICAT1QN
12. PROVIDE MINIMUM 25 ! PROVIDE MINIMUM 19 ! MATERIAL STEPS.
13. MECHANICAL ANCHDH REQUIRED FOR INSTALLATION QF STEPS WITHOUT HOOKS.
14. THE ALTERNATE OPENING REINFORCEMENT DETAIL IS NOT DESIRABLE BY DESIGN. USE IT TO MEET EXISTING PIPE ELEVATIONS.
TOP OF MANHOLE 1
^ INSIDE FACE / OF MANHOLE■ • : 0- :,
iT TL r
*0 N s" 5 OJs 5,10* 10“A o *in
r riflPROVIDE NON-SKID
SURFACE ON TREAD. 1—:(O -SCM3
gp
_JL
STEP WITHOUT HOOKS */•' <’#! rw
SEE HOTE 13MIN S3sîî
1
30012")
761 INSIDE FACE OF MANHOLE
13")U IN MIN
PLAN VIEW SIDE VIEW*% pc ALTERNATE ACCEPTABLE
“ CONFIGURATION
« 254 (10“) FOR CAST-1 127 (5 "I FOR PRECAST
&
N-PLACEPROVIDE NON-SKID SURFACE ON TREAD.
STEP WITH HOOKS
TYPICAL STEP CONFIGURATION
MANHOLE STEPSSEE NOTE II
r-*10 ( *3) BAP
.07JGINT-^
200 tfl-l75 I 3 ") MIN
100 M"l
ALTERNATE DETAILAT OPENINGS
SEE NOTE 14
610 124") MIN TO 762 < 30"I MAX ID
SEE DETAIL A SHEET 3------------
PENNSYLVANIA ONE CALL SYSTEM, INC.
925 Irwin Run Road West Mifflin, Pennsylvania
15122- 1078
S
ftkk •FCRË.
BEEORE YOU DIG ANYWHERE IN PENNSYLVANIA! CALL 1-800-242-1776
NON-MEMBERS MUST BE CONTACTED DIRECTLY
PA LAW REQUIRES THREE WORKING DAYS NOTICE TO UTILITIES BEFORE YOU EXCAVATE, _________ DRILL, BLAST OR DEMOLISH_________
J.BjANDER^ONknM—
^^PROFESSIONAL ENGINEER
jjmjNSYLVANIA LICENSE No. PE 055536 MARYLAND LICENSE No. 29313
NEW JERSEY LICENSE No. 24GE04520400 DELAWARE LICENSE No. 15438
VIRGINIA LICENSE No. 0402 045725
PROJECT LOCATION
PROPOSEDTOWAMENCIN SENIOR LIVING
ASSISTED LIVING AND MEMORY CARE FACILITY
TOWAMENCIN TOWN SQUARE TOWAMENCIN AVENUE
TOWAMENCIN TOWNSHIP MONTGOMERY COUNTY
COMMONWEALTH OF PENNSYLVANIA
CDy)
O)
oTITLE
STORM AND SANITARY DETAILS O
if)if)
PROJ. # DATE 5/19/201616-0114
ECAD ID. DRNBY16-0114 ATB
QSCALE CHK BYAS NOTED JBA
SHEET 25 OF 35 y)
REVISION 3
NOTE: EITHER ALL METRIC OR ALL ENGLISH VALUES MUST BE USED ON PLANS, METRIC AND ENGLISH VALUES SHOWN MAY NOT BE MIXED,
COMMONWEALTH OF PENNSYLVANIADEPARTMENT OF TRANSPORTATION
TABLE B
TOP STEEL REQUJ RELENTS
BUREAU OF DESIGN
*}Z BARS AT 150 C TO C OR 700 rrmz/m WWF 152
SPACINGf*A BARS AT G" C TO
OH 0.33 IrW /FT WWF ^MAXIMUM SPACING
*16 BARS AT ISO C TO C 1 190 nm6/m WWF 152
XIUUU SPACING
MAXIMUM STANDARD MANHOLES PRECAST MANHOLES &
MANHOLE STEPS
I-
ORUA
/*5 BARS AT 6" C TO C DH 0.56 In* /FT WWF 6"
^MAXIMUM SPACING SHT 3 QF 5RECOMMENDED JUH. I , 201Q
CHIEF, HUT, M DIWISIOPSEE NOTE 7, SHEET 1 RC-39M
2'L">203 203
Tirj18") ■INSIDE FACE □F MANHOLE
57
t 2 "J
£FOR TYPICAL STEPS SEE VIEWS ABCVE. -
©d
?Ex
Q3
(J BUT HOT LE5S z THAN 203 ( B ") M
n Epn 5
051 _AWALL REINFORCEMENT CIRCUMFERENTIAL FULL DEPTH 250 irm2/VERTICAL m
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