Attachment_-_Drawings.pdf

PROJECT

LOCATION

SITE AERIAL PLAN

STOCKPILE LOCATION FOR

REMOVED ORGANIC MATERIAL

PROJECT LOCATION

EXISTING ROAD

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D A

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ALVINE AND ASSOCIATES, INC.

MO STATE CERTIFICATE OF AUTHORITY #001680

ALVINE AND ASSOCIATES, INC.

MO STATE CERTIFICATE OF AUTHORITY #001680

http://pr.mo.gov/boards/apelsla2/apelsla/Brochure%20Regarding%20Use%20of%20Professional%20Seals.pdf http://pr.mo.gov/boards/apelsla2/apelsla/Brochure%20Regarding%20Use%20of%20Professional%20Seals.pdf

SCHEDULE OF DRAWINGSABBREVIATIONS

TILE(LARGE SCALE)

CARPET

BRICK PAVERS

ACOUSTICAL TILE

TERRAZZO

OR BOARD

STRUCTURAL STEEL

METAL STUD WALL

OTHER

(LARGE SCALE)

(SMALL SCALE)

WOOD STUD WALL

PARTICLE BOARD

PLYWOOD

FINISH WOOD

DIMENSION LUMBER

ROOF OR RIGID

FLASHING, DAMPROOFING

CAULKING OR SEALANT

BATT OR LOOSE

INSULATION

INSULATION

GLASS

GLASS

OR PLASTER

(SMALL SCALE)

GYPSUM WALLBOARD

(LARGE SCALE)

OR WATERPROFING

LAMINATED WOOD

CERAMIC OR QUARRY

CEMENT GYPSUM

CONCRETE MASONRY

LIGHTWEIGHT

METALS

CUT STONE

STEEL

CONCRETE MASONRY

COMPRESSIBLE

OR E.J. FILLER

BRICK

MASONRY

PRECAST

REINFORCEMENT

FINISHES

GLAZING

MOISTURE

THERMAL AND

PROTECTION

MATERIALS

BITUMINOUS PAVEMENT

CONCRETE POURED

CRUSHED ROCK

GRAVEL OR

SAND

SITE EARTH WOOD

REFERENCES

XX

DETAIL NUMBER

DETAIL SHEET NUMBER

SECTION NUMBER

SECTION SHEET NUMBER

ELEVATION NUMBER

ELEVATION SHEET NUMBER

COLUMN LINE

ROOM NAME AND NUMBER

DOOR NUMBER

WINDOW NUMBER

WALL TYPE

KEYNOTE

ELEVATION NUMBER

ELEVATION SHEET NUMBER

ELEVATION SYMBOL

ABOVE FINISHED FLOOR AFF

ACOUSTIC TILE CEILING ATC

ADJACENT ADJ

AIR CONDITIONING AC

ALTERNATE ALT

ALUMINUM ALUM

ANCHOR BOLT AB

ANGLE L

APPROXIMATELY APPROX

ARCHITECT ARCH

ARCHITECT / ENGINEER A/E

AT @

BASEMENT BSMT

BEAM BM

BEARING BRG

BLOCKING BLKG

BOARD BD

BOTTOM BOT

BOTTOM OF B.O.

BUILDING BLDG

CARPET CPT

CAST IRON CI

CEILING CLG

CENTERLINE CL

CERAMIC TILE CT

CHANNEL CH

CIRCUIT CKT

CLEANOUT CO

CLEAR CLR

CLOSET CLO

COMPACTED COMP

COMPRESSIBLE COMPR

CONCRETE CONC

CONCRETE MASONRY UNIT CMU

CONSTRUCTION CONST

CONTINUOUS CONT

CONTRACTOR CONTR

CONTROL JOINT CJ

CORRIDOR CORR

COUNTERSUNK CTSK

CURB C

DEAD LOAD DL

DETAIL DET

DIAMETER DIA

DIMENSION DIM

DISPENSER DISP

DISHWASHER DW

DOOR DR

DOUBLE DBL

DOWN DN

DOWNSPOUT DS

DRAWING DWG

DRINKING FOUNTAIN DF

EACH EA

ELECTRICAL ELEC

ELECTRIC WATER COOLER EWC

ELEVATION EL

ELEVATOR ELEV

ENGINEER ENGR

EQUAL EQ

EQUIPMENT EQUIP

EXHAUST FAN EF

EXISTING EXIST

EXPANSION EXP

EXPANSION JOINT EJ

EXTERIOR EXT

EXTERIOR INSULATION FINISH SYSTEM EIFS

FIELD VERIFY F.V.

FINISH FIN

FIRE ALARM FA

FIRE EXTINGUISHER FE

FIRE EXTINGUISHER CABINET FEC

FLATHEAD FH

FLEXIBLE FLEX

FLOOR FL

FLOORING FLRG

FLOOR DRAIN FD

FLUORESCENT FLUOR

FOOTING FTG

FOUNDATION FNDN

FRAME FR

FURRING FUR

GALVANIZED GALV

GAUGE GA

GLASS GL

GLASS FIBER REINFORCED PANEL GFRP

GLAZING GLZ

GRANULAR GRAN

GUTTER G

GYPSUM WALLBOARD GWB

HANDICAP HC

HARDWARE HDWE

HARDWOOD HDWD

HEIGHT HT

HIGH POINT HP

HOLLOW CORE HC

HOLLOW METAL HM

HORIZONTAL HORIZ

INSIDE DIAMETER ID

INSULATION INSUL

INTERIOR INT

JOINT JT

JOIST JST

KNEE SPACE KS

LAVATORY LAV

LIGHT LT

LIGHTWEIGHT LTWT

LIVE LOAD LL

LOW POINT LP

LUXURY VINYL TILE LVT

MARKERBOARD MB.

MANHOLE MH

MANUFACTURER MFR

MATERIAL MATL, MAT

MECHANICAL MECH

MEDICINE CABINET MC

METAL MET

METAL BUILDING PANEL MBP

METAL WALL PANEL MWP

MINIMUM MIN

MISCELLANEOUS MISC

MOUNT MT

NOT IN CONTRACT NIC

NOT TO SCALE NTS

NUMBER NO.

ON CENTER O.C.

OPENING OPNG

OPPOSITE OPP

ORIENTED STRAND BOARD OSB

OUTSIDE AIR OA

OUTSIDE DIAMETER OD

PAINT PT

PANEL PNL

PARTITION PART

PLASTER PLAS

PLASTIC LAMINATE PLAM

PLATE PL

PLYWOOD PLYWD

POLISHED POL

POUND LB

PROPERTY PROP

QUARRY TILE QT

RADIUS R

RECESSED REC

REFERENCE REF

REFRIGERATOR REFRIG, REF

REGARDING RE:

REINFORCE REINF

REQUIRED REQ

RESILIENT BASE RB

RETURN AIR RA

REVERSE REV

RISER R

ROOF DRAIN RD

ROOM RM

ROUGH OPENING RO

ROUND RND

SCHEDULE SCHED

SECTION SET

SHEET SHT

SHEET METAL SM

SHEET VINYL SV

SHEET VINYL BASE SVB

SIMILAR SIM

SLAB-ON-GRADE SOG

SPECIFICATIONS SPEC

SQUARE SQ

SQUARE FOOT SF

STEEL STL

STORAGE STOR

STRUCTURAL STRUCT

SUPPLY AIR SA

SUSPENDED SUSP

TACKBOARD TB.

TELEPHONE TELE

TEMPERATURE TEMP

TERRAZZO TERR

TOILET TLT

TONGUE & GROOVE T&G

TOP OF T.O.

TOP OF STEEL TOS

TREAD T

TYPICAL TYP

UNDERGROUND UG

UNLESS NOTED OTHERWISE UNO

URINAL UR

VERTICAL VERT

VESTIBULE VEST

VINYL COMPOSITION TILE VCT

VINYL WALLCOVERING VWC

WATER CLOSET WC

WATER HEATER WH

WEIGHT WT

WELDED WIRE FABRIC WWF

WHERE OCCURRING W.O.

WOOD WD

X A-X01

X A-X01

XX.XX

X

X

X

A-X01

X

ROOM

NAME

XXXX

XX

XX

ELEV. = 100'-0"

FINISH FLOOR

XX

GENERAL NOTES

XXX

1. IN THE EVENT OF DISCREPANCIES WITHIN THE DRAWINGS OR SPECIFICATIONS, THE GREATER QUALITY AND QUANTITY OF THE ITEMS IN QUESTION SHALL BE UTILIZED AT ALL LOCATIONS WHERE SUCH DISCREPANCIES OCCUR.

2. THE LOCATION OF ALL UNDERGROUND UTILITIES MAY NOT BE INDICATED ON THESE PLANS, AND SOME LOCATIONS MAY BE INACCURATE. NO EXCAVATION WILL BE PERMITTED IN THE AREA OF UNDERGROUND UTILITIES UNTIL SUCH UTILITIES HAVE BEEN LOCATED AND IDENTIFIED TO THE SATISFACTION OF ALL PARTIES, AND THEN ONLY WITH EXTREME CAUTION TO AVOID ANY POSSIBILITY OF DAMAGE TO THE UTILITY OR PERSONAL INJURY. HAND-DIGGING MAY BE REQUIRED WHEN THE EXCAVATION AND UTILITIES ARE EXTREMELY CLOSE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REPAIR AND REPLACEMENT COST OF ANY UNDERGROUND UTILITY DAMAGE.

3. THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND SHALL BE RESPONSIBLE FOR THE SAME. COORDINATE ALL WORK AND SHOP DRAWINGS WITH OTHER TRADES.

4. THE CONTRACTOR SHALL COORDINATE ALL TESTING AND INSPECTIONS AS SPECIFIED, OR AS NECESSARY TO DEMONSTRATE A COMPLETE AND SATISFACTORY INSTALLATION.

5. ALL WORK SHALL COMPLY WITH APPLICABLE CODES, REGULATIONS, AND ORDINANCES.

6. ALL MATERIALS AND EQUIPMENT OF THE SAME TYPE SHALL BE SUPPLIED BY THE SAME MANUFACTURER, AND SHALL BE NEW, OF THE BEST QUALITY AND DESIGN, AND FREE FROM DEFECTS.

7. ALL ITEMS ARE NEW UNLESS SPECIFICALLY IDENTIFIED AS EXISTING.

8. "PROVIDE" MEANS TO FURNISH AND INSTALL.

9. THE CONTRACTOR SHALL COORDINATE ON-SITE STORAGE OF BUILDING MATERIALS, EQUIPMENT, AND TRASH CONTAINERS WITH GOVERNMENT.

10. ALL BUILDING DIMENSIONS ARE TO FACE OF GYPSUM WALL BOARD , COLUMN CENTERLINE, OR OUTSIDE FACE OF EXTERIOR WALL SHEATHING, UNLESS NOTED OTHERWISE.

11. ALL ANGLES ON PLANS ARE 45- OR 90-DEGREES, UNLESS NOTED OTHERWISE

12. THE GOVERNMENT RESERVES THE RIGHT TO REMOVE ANY ITEMS FROM THE CONSTRUCTION AREA PRIOR TO THE START OF DEMOLITION WORK BY THE CONTRACTOR AND TO RETAIN SUCH ITEMS AS THEIR PROPERTY.

13. IT IS THE INTENT OF THIS CONTRACT THAT ALL AREAS AFFECTED BY CONSTRUCTION BE A FINISHED AND COMPLETE PROJECT. CONTRACTOR SHALL PATCH, REPAIR, AND ADJUST AS REQUIRED TO ACHIEVE THIS FINISHED PROJECT.

14. ALL CHANGES IN FLOOR MATERIALS OCCUR AT THE CENTERLINE OF THE DOORS IN THE CLOSED POSITION, UNLESS SHOWN OTHERWISE.

15. IN SOME INSTANCES, THERMAL AND SOUND INSULATION HAS BEEN OMITTED FROM DETAILS FOR CLARITY. SEE SPECIFICATIONS, WALL TYPES, AND WALL SECTIONS FOR LOCATIONS REQUIRING INSULATION.

16. WALL TYPES ARE INDICATED AT LARGE-SCALE PLAN DETAILS. IN SOME INSTANCES, NOT ALL FRAMING OR FURRING IS SHOWN FOR CLARITY. CONTRACTOR SHALL CONSTRUCT USING NORMAL FRAMING METHODS AND SHALL COMPLY WITH SPECIFICATION REQUIREMENTS.

GENERAL

1. G1 COVER SHEET

2. G2 DRAWING INDEX, LEGEND AND ABRREVIATIONS

3. G3 CODE ANALYSIS

4. G4 FIRE PROTECTION AND EGRESS PLAN

CIVIL / LANDSCAPE

5. V1 TOPOGRAPHIC SURVEY/ EXISTING SITE CONDITIONS

6. C1 DEMOLITION SITE PLAN

7. C2 SITE GRADING PLAN

8. C3 SITE LAYOUT PLAN

9. C4 SITE UTILITY PLAN

10. C5 SITE CONSTRUCTION DETAILS

ARCHITECTURAL

11. A1 CRAWL SPACE PLAN

12. A2 FLOOR PLAN

13. A3 ROOF PLAN

14. A4 EXTERIOR ELEVATIONS

15. A5 EXTERIOR ELEVATIONS

16. A6 BUILDING SECTIONS

17. A7 SECTIONS AND DETAILS

18. A8 INTERIOR ELEVATIONS

19. A9 ROOM FINISH SCHEDULE, DOOR & FRAME SCHEDULE AND FRAME TYPES

20. A10 DETAILS

STRUCTURAL

21. S0 STRUCTURAL GENERAL NOTES

22. S1 STRUCTURAL GENERAL NOTES

23. S2 FOUNDATION PLAN

24. S3 FLOOR FRAMING PLAN

25. S4 ROOF FRAMING PLAN

26. S5 FOUNDATION DETAILS

27. S6 FOUNDATION DETAILS

28. S7 FRAMING DETAILS

MECHANICAL

29. M0 MECHANICAL SYMBOLS AND ABBREVIATIONS

30. M1 CRAWL SPACE PLAN - PLUMBING

31. M2 FLOOR PLAN - PLUMBING

32. M3 PLUMBING RISER DIAGRAM & MECHANICAL DETAILS AND SCHEDULES

33. M4 FLOOR PLAN - HVAC

34. M5 MECHANICAL DETAILS AND SCHEDULES

35. M6 PLUMBING FIXTURE AND CONNECTION SCHEDULE

ELECTRICAL / TELECOMMUNICATIONS

36. E0 ELECTRICAL SYMBOLS AND ABBREVIATIONS

37. E1 SITE PLAN - ELECTRICAL

38. E2 CRAWL SPACE PLAN - ELECTRICAL

39. E3 FLOOR PLAN - LIGHTING

40. E4 FLOOR PLAN - POWER

41. E5 ELECTRICAL NOTES, RISER DIAGRAMS AND SCHEDULES

42. E6 ELECTRICAL SCHEDULES

43. E7 ELECTRICAL SCHEDULES

44. T0 TELECOMMUNICATION SYMBOLS AND NOTES

45. T1 TELECOMMUNICATIONS RISER DIAGRAMS

46. T2 FLOOR PLAN - TELECOMMUNICATIONS

47. T3 TELECOMMUNICATIONS DETAILS AND ENLARGED PLAN

48. T4 TELECOMMUNICATIONS DETAILS

DATE:

TECH. REVIEW:

SUB SHEET NO. TITLE OF SHEET

PMIS NO.

DRAWING NO.

SHEET

OF

DRAWN BY:

DESIGNED:

KJH

CLZ

DJK

2/26/2021

614/80109

CONSTRUCT ALLEY SPRING SEASONAL 2-PLEX

HOUSING UNIT

ALLEY SPRING, MISSOURI

310435

F e b p m

Y

A l l e y

S p r i n g

D u p l e x D

R A

W I N

G S

O

Z A

R G d w g

U

S E

R

C a r e y

FINAL CONSTRUCTION DOCUMENTS

DRAWING INDEX, LEGEND

AND ABBREVIATIONSG2

CODE ANALYSIS

2018 INTERNATIONAL BUILDING CODE (IBC)

(NOTE: THE FOLLOWING ARE DIRECT QUOTES AND/OR SECTIONS FROM THE

AFOREMENTIONED CODE, UNLESS INDICATED BY ITALICS). THIS PROJECT MUST FOLLOW

THE ENTIRETY OF THE ADOPTED CODES.

SECT 202: AREA, BUILDING. THE AREA INCLUDED WITHIN SURROUNDING EXTERIOR WALLS

EXCLUSIVE OF VENT SHAFTS AND COURTS.

SECT 310.4: RESIDENTIAL GROUP R-2 OCCUPANCY.

SECT 420.5: SPRINKLERS REQUIRED IN GROUP R OCCUPANCIES.

SECT 420.6: FIRE ALARM AND SMOKE ALARM SYSTEMS ARE REQUIRED IN GROUP R-2

OCCUPANCIES.

TABLE 504.3: FOR NFPA 13R SPRINKLERED GROUP R-2 OCCUPANCY OF TYPE V-B

CONSTRUCTION, MAXIMUM BUILDING HEIGHT SHALL BE 60 FEET.

TABLE 504.4: FOR NFPA 13R SPRINKLERED GROUP R-2 OCCUPANCY OF TYPE V-B

CONSTRUCTION, MAXIMUM NUMBER OF STORIES SHALL BE THREE.

TABLE 506.2: FOR NFPA 13R SPRINKLERED GROUP R-2 OCCUPANCY OF TYPE V-B

CONSTRUCTION, MAXIMUM BUILDING SIZE PER STORY SHALL BE 7,000 SF.

NOTE: ACTUAL BUILDING HEIGHT MEASURED FROM THE GROUND PLANE TO THE

AVERAGE HEIGHT OF THE HIGHEST ROOF IS APPROXIMATELY 27' - 6”. ACTUAL BUILDING

SIZE IS 2,080 SF. ACTUAL STORIES ARE 1.

TABLE 509: FIRE SEPARATION NOT REQUIRED AROUND INCIDENTAL MECHANICAL AND

STORAGE ROOMS WITH AUTOMATIC SPRINKLER SYSTEM.

TABLE 601: TYPE V-B CONSTRUCTION. NO RATING REQUIRED FOR STRUCTURAL FRAME,

INTERIOR AND EXTERIOR BEARING WALLS, FLOOR CONSTRUCTION AND ROOF

CONSTRUCTION.

TABLE 602: NO RATING REQUIRED FOR EXTERIOR NON-BEARING WALLS WHERE

SEPARATION DISTANCE TO ADJACENT PROPERTY LINE IS GREATER THAN 30-FEET.

SECT 705.2.2: PROJECTIONS FROM WALLS OF TYPE V CONSTRUCTION SHALL BE OF ANY

APPROVED MATERIALS.

SECT 705.8.1: EXCEPTION NO. 2: BUILDINGS WHOSE EXTERIOR WALLS ARE NOT REQUIRED

TO BE FIRE-RATED SHALL HAVE UNLIMITED UNPROTECTED OPENINGS.

SECT 705.11: PARAPETS NOT REQUIRED ON BUILDINGS NOT REQUIRED TO HAVE

FIRE-RATED EXTERIOR WALLS.

SECT 711.2.6: IN ONE HOUR FIRE RESISTANCE RATED FLOOR/CEILING ASSEMBLIES, THE

CEILING MEMBRANE IS NOT REQUIRED TO BE INSTALLED OVER UNUSABLE CRAWL

SPACES. IN ONE HOUR FIRE RESISTIVE RATED ROOF ASSEMBLIES, THE FLOOR MEMBRANE

IS NOT REQUIRED TO BE INSTALLED WHERE UNUSABLE ATTIC SPACE OCCURS ABOVE.

SECT 718.2: IN COMBUSTIBLE CONSTRUCTION, FIREBLOCKING SHALL BE INSTALLED TO

CUT OFF CONCEALED DRAFT OPENINGS (BOTH VERTICAL AND HORIZONTAL) AND SHALL

FORM AN EFFECTIVE BARRIER BETWEEN FLOORS AND BETWEEN A TOP STORY AND A

ROOF OR ATTIC SPACE. FIREBLOCKING SHALL BE INSTALLED IN THE LOCATIONS

SPECIFIED IN SECTION 718.2.2 THROUGH 718.2.7.

SECT 718.2.1: FIREBLOCKING SHALL CONSIST OF THE FOLLOWING MATERIALS:

1. TWO-INCH NOMINAL LUMBER.

2. TWO THICKNESSES OF 1-INCH NOMINAL LUMBER WITH BROKEN LAP JOINTS.

3. ONE THICKNESS OF 0.719-INCH WOOD STRUCTURAL PANELS WITH JOINTS BACKED BY

0.719-INCH WOOD STRUCTURAL PANELS.

4. ONE THICKNESS OF 0.75-INCH PARTICLEBOARD WITH JOINTS BACKED BY 0.75-INCH

PARTICLEBOARD.

5. ONE-HALF-INCH GYPSUM BOARD.

6. ONE-FOURTH-INCH CEMENT-BASED MILLBOARD.

7. BATTS OR BLANKETS OF MINERAL WOOL, MINERAL FIBER OR OTHER APPROVED

MATERIALS INSTALLED IN SUCH A MANNER AS TO BE SECURELY RETAINED IN PLACE.

SECT 718.2.1.1: BATTS OR BLANKETS OF MINERAL WOOL OR MINERAL FIBER OR OTHER

APPROVED NONRIGID MATERIALS SHALL BE PERMITTED FOR COMPLIANCE WITH THE

10-FOOT HORIZONTAL FIREBLOCKING IN WALLS CONSTRUCTED USING PARALLEL ROWS

OF STUDS OR STAGGERED STUDS.

SECT 718.2.1.2: UNFACED FIBERGLASS BATT INSULATION USED AS FIREBLOCKING SHALL

FILL THE ENTIRE CROSS SECTION OF THE WALL CAVITY TO A MINIMUM HEIGHT OF 16

INCHES MEASURED VERTICALLY. WHERE PIPING, CONDUIT OR SIMILAR OBSTRUCTIONS

ARE ENCOUNTERED, THE INSULATION SHALL BE PACKED TIGHTLY AROUND THE

OBSTRUCTION.

SECT 718.2.1.5 DOUBLE STUD WALLS: BATTS OR BLANKETS OF MINERAL OR GLASS FIBER

OR OTHER APPROVED NONRIGID MATERIALS SHALL BE ALLOWED AS FIREBLOCKING IN

WALLS CONSTRUCTED USING PARALLEL ROWS OF STUDS OR STAGGERED STUDS.

SECT 718.2.2 CONCEALED WALL SPACES: FIREBLOCKING SHALL BE PROVIDED IN

CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES AND

PARALLEL ROWS OF STUDS OR STAGGERED STUDS, AS FOLLOWS:

1. VERTICALLY AT THE CEILING AND FLOOR LEVELS.

2. HORIZONTALLY AT INTERVALS NOT EXCEEDING 10 FEET.

SECT 718.2.3 CONNECTIONS BETWEEN HORIZONTAL AND VERTICAL SPACES:

FIREBLOCKING SHALL BE PROVIDED AT INTERCONNECTIONS BETWEEN CONCEALED

VERTICAL STUD WALL OR PARTITION SPACES AND CONCEALED HORIZONTAL SPACES

CREATED BY AN ASSEMBLY OF FLOOR JOISTS OR TRUSSES, AND BETWEEN CONCEALED

VERTICAL AND HORIZONTAL SPACES SUCH AS OCCUR AT SOFFITS, DROP CEILINGS, COVE

CEILINGS AND SIMILAR LOCATIONS.

SECT 718.2.5 CEILING AND FLOOR OPENINGS: WHERE REQUIRED BY SECTION 712.1.8,

EXCEPTION 1 OF SECTION 714.4.1.2 OR SECTION 714.5, FIREBLOCKING OF THE ANNULAR

SPACE AROUND VENTS, PIPES, DUCTS, CHIMNEYS AND FIREPLACES AT CEILINGS AND

FLOOR LEVELS SHALL BE INSTALLED WITH A MATERIAL SPECIFICALLY TESTED IN THE

FORM AND MANNER INTENDED FOR USE TO DEMONSTRATE ITS ABILITY TO REMAIN IN

PLACE AND RESIST THE FREE PASSAGE OF FLAME AND THE PRODUCTS OF COMBUSTION.

SECT 718.3: IN COMBUSTIBLE CONSTRUCTION, DRAFTSTOPPING SHALL BE INSTALLED TO

SUBDIVIDE FLOOR/CEILING ASSEMBLIES IN THE LOCATIONS PRESCRIBED IN SECTIONS

718.3.2 THROUGH 718.3.3.

SECT 718.3.1: DRAFTSTOPPING MATERIALS SHALL BE NO LESS THAN 1/2-INCH GYPSUM

BOARD, 3/8-INCH WOOD STRUCTURAL PANEL, 3/8-INCH PARTICLEBOARD, 1-INCH NOMINAL

LUMBER, CEMENT FIBERBOARD, BATTS OR BLANKETS OF MINERAL WOOL OR GLASS

FIBER.

SECT 718.3.2: DRAFTSTOPPING SHALL BE PROVIDED IN FLOOR/CEILING SPACES IN GROUP

R-2 BUILDINGS WITH THREE OR MORE DWELLING UNITS. DRAFTSTOPPING SHALL BE

LOCATED ABOVE AND IN LINE WITH THE DWELLING UNIT SEPARATIONS.

EXCEPTIONS

1. DRAFTSTOPPING IS NOT REQUIRED IN BUILDINGS EQUIPPED THROUGHOUT WITH AN

NFPA 13 SPRINKLER SYSTEM.

2. DRAFTSTOPPING IS NOT REQUIRED IN BUILDINGS EQUIPPED THROUGHOUT WITH AN

NFPA 13R SPRINKLER SYSTEM PROVIDED THAT AUTOMATIC SPRINKLERS ARE INSTALLED

IN THE COMBUSTIBLE CONCEALED SPACES WHERE THE DRAFTSTOPPING IS BEING

OMITTED.

SECTION 718.4: IN COMBUSTIBLE CONSTRUCTION, DRAFTSTOPPING SHALL BE INSTALLED

TO SUBDIVIDE ATTIC SPACES AND CONCEALED ROOF SPACES IN THE LOCATIONS

PRESCRIBED IN SECTION 718.4.2.

SECT 718.4.1: MATERIALS UTILIZED FOR DRAFTSTOPPING OF ATTIC SPACES SHALL

COMPLY WITH SECTION 718.3.1.

SECT 718.4.1.1: OPENINGS IN THE DRAFTSTOP PARTITIONS SHALL BE PROTECTED BY

SELF-CLOSING DOORS WITH AUTOMATIC LATCHES CONSTRUCTED AS REQUIRED FOR THE

PARTITIONS.

SECT 718.4.2: DRAFTSTOPPING SHALL BE PROVIDED IN ATTICS, MANSARDS, OVERHANGS

OR OTHER CONCEALED ROOF SPACES OF GROUP R-2 BUILDINGS WITH THREE OR MORE

DWELLING UNITS. DRAFTSTOPPING SHALL BE INSTALLED ABOVE, AND IN LINE WITH

DWELLING UNIT SEPARATION WALLS THAT DO NOT EXTEND TO THE UNDERSIDE OF THE

ROOF SHEATHING ABOVE.

EXCEPTIONS:

1. WHERE CORRIDOR WALLS PROVIDE A SLEEPING UNIT OR DWELLING UNIT SEPARATION,

DRAFTSTOPPING SHALL ONLY BE REQUIRED ABOVE ONE OF THE CORRIDOR WALLS.

2. DRAFTSTOPPING IS NOT REQUIRED IN BUILDINGS EQUIPPED THROUGHOUT WITH AN

NFPA 13 SPRINKLER SYSTEM.

3. THE ATTIC SPACE SHALL BE SUBDIVIDED BY DRAFTSTOPS INTO AREAS NOT EXCEEDING

3,000 SQUARE FEET OR ABOVE EVERY TWO DWELLING UNITS, WHICHEVER IS SMALLER.

4. DRAFTSTOPPING IS NOT REQUIRED IN BUILDINGS EQUIPPED THROUGHOUT WITH AN

NFPA 13R SPRINKLER SYSTEM PROVIDED THAT AUTOMATIC SPRINKLERS ARE INSTALLED

IN THE COMBUSTIBLE CONCEALED SPACE WHERE THE DRAFTSTOPPING IS BEING

OMITTED.

SECT 903.2.8: SPRINKLERS REQUIRED IN ALL BUILDINGS WITH A GROUP R FIRE AREA.

SECT 903.3.1.1.2: IN GROUP R-2 OCCUPANCIES, SPRINKLERS SHALL NOT BE REQUIRED IN

BATHROOMS THAT DO NOT EXCEED 55 SQUARE FEET IN AREA PROVIDED THAT WALLS

AND CEILINGS, INCLUDING THE WALL AND CEILING BEHIND A SHOWER ENCLOSURE OR

TUB, ARE OF NONCOMBUSTIBLE OR LIMITED-COMBUSTIBLE MATERIALS WITH A 15-MINUTE

THERMAL BARRIER RATING.

SECT 903.3.1.2: AUTOMATIC SPRINKLER SYSTEMS IN GROUP R OCCUPANCIES UP TO AND

INCLUDING FOUR STORIES IN HEIGHT IN BUILDINGS NOT EXCEEDING 60 FEET IN HEIGHT

ABOVE GRADE PLANE SHALL BE PERMITTED TO MEET NFPA 13R STANDARDS.

SECT 903.3.1.2.1: SPRINKLER PROTECTION SHALL BE PROVIDED FOR EXTERIOR

BALCONIES, DECKS AND GROUND FLOOR PATIOS OF DWELLING UNITS WHERE THE

BUILDING IS OF TYPE V CONSTRUCTION, PROVIDED THERE IS A ROOF OR DECK ABOVE.

SIDEWALL SPRINKLERS THAT ARE USED TO PROTECT SUCH AREAS SHALL BE PERMITTED

TO BE LOCATED SUCH THAT THEIR DEFLECTORS ARE WITHIN 1-6 INCHES BELOW THE

STRUCTURAL MEMBERS AND A MAXIMUM DISTANCE OF 14 INCHES BELOW THE DECK OF

THE EXTERIOR BALCONIES AND DECKS THAT ARE CONSTRUCTED OF OPEN WOOD JOIST

CONSTRUCTION.

SECT 903.3.2: WHERE AUTOMATIC SPRINKLER SYSTEMS ARE REQUIRED BY THIS CODE,

QUICK-RESPONSE OR RESIDENTIAL AUTOMATIC SPRINKLERS SHALL BE INSTALLED IN

DWELLING UNITS IN GROUP R OCCUPANCIES..

SECT 906.1: IN GROUP R-2 OCCUPANCIES, PROVIDE 1-A:10-B:C FIRE EXTINGUISHERS.

TABLE 1004.12: PROVIDE FLOOR AREA ALLOWANCE OF 200 GROSS SF PER OCCUPANT IN

RESIDENTIAL OCCUPANCIES.

SECT 1005.3: 0.2 INCH PER OCCUPANT REQUIRED IN ALL EXIT COMPONENTS SINCE

BUILDING IS SPRINKLERED.

SECT 1006.2.1: EXCEPTION 1: ONE MEANS OF EGRESS IS PERMITTED WITHIN AND FROM

INDIVIDUAL DWELLING UNITS LESS THAN 2,000 SF IN AREA IN SPRINKLERED GROUP R-2

OCCUPANCIES WHERE THE COMMON PATH OF EGRESS TRAVEL DOES NOT EXCEED 125

FEET.

SECT 1010.1.1: MEANS OF EGRESS DOORS SHALL PROVIDE A MINIMUM CLEAR WIDTH OF

32 INCHES.

SECT 1010.1.2.1: DOORS SHALL SWING IN THE DIRECTION OF EGRESS TRAVEL WHEN

SERVING A ROOM OR AREA WITH 50 OR MORE OCCUPANTS.

TABLE 1017.2: ALLOWABLE TRAVEL DISTANCE IN SPRINKLERED GROUP R OCCUPANCIES IS

250 FT.

TABLE 1020.1: EXTERIOR EGRESS BALCONY SIDEWALLS DO NOT REQUIRE ANY FIRE

RATING SINCE OCCUPANT LOAD IS LESS THAN 10 OCCUPANTS.

SECT 1020.4: DEAD-END CORRIDOR MAXIMUM LENGTH IN GROUP R-2 OCCUPANCIES IN

SPRINKLERED BUILDINGS SHALL BE 50 FEET.

SECT 1030.1: EMERGENCY ESCAPE AND RESCUE WINDOWS NOT REQUIRED SINCE HAVE

MORE THAN ONE EXIT ON FLOOR.

SECT 1207.2: WALLS, PARTITIONS, AND FLOOR/CEILING ASSEMBLIES SEPARATING

DWELLING UNITS FROM EACH OTHER OR FROM PUBLIC OR SERVICE AREAS SHALL HAVE

AN STC RATING OF NOT LESS THAN 50.

SECT 1209.1: CRAWL SPACES SHALL HAVE AT LEAST ONE 18" X 24" ACCESS OPENING.

SECT 1209.2: AN OPENING NOT LESS THAN 20" X 30" SHALL BE PROVIDED TO ANY ATTIC

AREA HAVING A CLEAR HEIGHT OF OVER 30-INCHES. 30-INCH MINIMUM CLEAR HEADROOM

SHALL BE PROVIDED AT OR ABOVE THE ACCESS OPENING.

TABLE 1505.1: THE MINIMUM ROOF COVERING CLASSIFICATION REQUIRED FOR TYPE II-B

CONSTRUCTION IS CLASS C.

2018 NFPA 101 LIFE SAFETY CODE

(NOTE: THE FOLLOWING ARE DIRECT QUOTES AND/OR SECTIONS FROM THE

AFOREMENTIONED CODE, UNLESS INDICATED BY ITALICS). THIS PROJECT MUST FOLLOW

THE ENTIRETY OF THE ADOPTED CODES

SECT 3.3.68.1: ONE- AND TWO DWELLING UNIT: A BUILDING THAT CONTAINS NOT MORE

THAN TWO DWELLING UNITS WITH INDEPENDENT COOKING AND BATHROOM FACILITIES.

TABLE 8.3.3.2.2: SMOKE PARTITIONS SHALL BE 30-MINUTE FIRE-RESISTIVE RATED WITH

20-MINUTE OPENING PROTECTION.

SECT 8.4.1: WHERE REQUIRED ELSEWHERE IN THIS CODE, SMOKE PARTITIONS SHALL BE

PROVIDED TO LIMIT THE TRANSFER OF SMOKE.

SECT 8.5.5.2: WHERE A SMOKE BARRIER (NOTE: BARRIER, NOT PARTITION) IS PENETRATED

BY A DUCT, A SMOKE DAMPER SHALL BE INSTALLED.

SECT 24.1.5: THE CONTENTS OF RESIDENTIAL OCCUPANCIES SHALL BE CLASSIFIED AS

ORDINARY HAZARD IN ACCORDANCE WITH SECTION 6.2.2.

SECT 24.3.4.1.2: DWELLING UNITS SHALL BE PROTECTED BY AN APPROVED SMOKE

DETECTION SYSTEM IN ACCORDANCE WITH SECT 9.6 AND EQUIPPED WITH A MEANS OF

OCCUPANT NOTIFICATION

SECT 24.3.5.1: ALL NEW ONE & TWO FAMILY DWELLINGS SHALL BE PROTECTED

THROUGHOUT BY AN APPROVED AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH

SECT 24.3.5.2.

SECT 24.3.5.2: AUTOMATIC SPRINKLER SYSTEMS IN ACCORDANCE WITH NFPA 13, NFPA

13R OR NFPA 13D SHALL BE PERMITTED.

2018 INTERNATIONAL BUILDING CODE (IBC) (CONT.) 2018 INTERNATIONAL ENERGY CONSERVATION CODE (IECC)

FIGURE 301.1: PROJECT SITE IS IN CLIMATE ZONE 4.

TABLE 402.1.1 REQUIREMENTS FOR CLIMATE ZONE 4:

- FENESTRATION U-FACTOR: 0.35

- GLAZING SOLAR HEAT GAIN COEFFICIENT: 0.40

- CEILING R-VALUE: 49 IF TYPICAL EAVE CONSTRUCTION IS USED: CAN SUBSTITUTE R-38 R-VALUE IF IT

IS FULL DEPTH ALL THE WAY TO THE EAVE (THRU USE OF RAISED HEEL TRUSSES).

- WOOD FRAME WALL R-VALUE: 20 OR 13+5 CONTINUOUS

- FLOOR R-VALUE: 19

SECT 402.4.1 BUILDING THERMAL ENVELOPE. THE BUILDING THERMAL ENVELOPE SHALL BE DURABLY

SEALED TO LIMIT INFILTRATION. THE SEALING METHODS BETWEEN DISSIMILAR MATERIALS SHALL

ALLOW FOR DIFFERENTIAL EXPANSION AND CONTRACTION. THE FOLLOWING SHALL BE CAULKED, GASKETED, WEATHERSTRIPPED OR OTHERWISE SEALED WITH AN AIR BARRIER MATERIAL, SUITABLE

FILM OR SOLID MATERIAL:

1. ALL JOINTS, SEAMS AND PENETRATIONS.

2. SITE-BUILT WINDOWS, DOORS AND SKYLIGHTS.

3. OPENINGS BETWEEN WINDOW AND DOOR ASSEMBLIES AND THEIR RESPECTIVE JAMBS AND

FRAMING.

4. UTILITY PENETRATIONS.

5. DROPPED CEILINGS OR CHASES ADJACENT TO THE THERMAL ENVELOPE.

6. KNEE WALLS.

7. WALLS AND CEILINGS SEPARATING A GARAGE FROM CONDITIONED SPACES.

8. BEHIND TUBS AND SHOWERS ON EXTERIOR WALLS.

9. COMMON WALLS BETWEEN DWELLING UNITS.

10. ATTIC ACCESS OPENING.

11. RIM JOIST JUNCTION.

12. OTHER SOURCES OF INFILTRATION.

SECT 402.4.4 FENESTRATION AIR LEAKAGE. WINDOWS, SKYLIGHTS AND SLIDING GLASS DOORS SHALL

HAVE AN AIR INFILTRATION RATE OF NO MORE THAN 0.3 CFM PER SQUARE FOOT WHEN TESTED

ACCORDING TO NFRC 400 OR AAMA/WDMA/CSA 101/I.S.2/A440 BY AN ACCREDITED INDEPENDENT

LABORATORY AND LISTED AND LABELED BY THE MANUFACTURER.

SECT 402.4.5 RECESSED LIGHTING. RECESSED LUMINARIES INSTALLED IN THE BUILDING THERMAL

ENVELOPE SHALL BE SEALED TO LIMIT AIR LEAKAGE BETWEEN CONDITIONED AND UNCONDITIONED

SPACES. ALL RECESSED LUMINARIES SHALL BE IC-RATED AND LABELED AS MEETING ASTM E 283 WHEN

TESTED AT 1.57 PSF PRESSURE DIFFERENTIAL WITH NO MORE THAN 2.0 CFM OF AIR MOVEMENT FROM

THE CONDITIONED SPACE TO THE CEILING CAVITY. ALL RECESSED LUMINARIES SHALL BE SEALED WITH

A GASKET OR CAULK BETWEEN THE HOUSING AND THE INTERIOR WALL OR CEILING COVERING.

SECT 402.5 MAXIMUM FENESTRATION U-FACTOR AND SHGC (MANDATORY). THE AREA-WEIGHTED

AVERAGE MAXIMUM FENESTRATION U-FACTOR PERMITTED USING TRADE-OFFS FROM SECTION 402.1.4

OR 405 SHALL BE 0.48 IN ZONE 4 FOR VERTICAL FENESTRATION.

SECT 403.1.1 PROGRAMMABLE THERMOSTAT. WHERE THE PRIMARY HEATING SYSTEM IS A FORCED-AIR

FURNACE, AT LEAST ONE THERMOSTAT PER DWELLING UNIT SHALL BE CAPABLE OF CONTROLLING THE

HEATING AND COOLING SYSTEM ON A DAILY SCHEDULE TO MAINTAIN DIFFERENT TEMPERATURE SET

POINTS AT DIFFERENT TIMES OF THE DAY. THIS THERMOSTAT SHALL INCLUDE THE CAPABILITY TO SET

BACK OR TEMPORARILY OPERATE THE SYSTEM TO MAINTAIN ZONE TEMPERATURES DOWN TO 55 DEG.

F OR UP TO 85 DEG. F. THE THERMOSTAT SHALL INITIALLY BE PROGRAMMED WITH A HEATING

TEMPERATURE SET POINT NO HIGHER THAN 70 DEG. F AND A COOLING TEMPERATURE SET POINT NO

LOWER THAN 78 DEG. F.

DATE:

TECH. REVIEW:

SUB SHEET NO. TITLE OF SHEET

PMIS NO.

DRAWING NO.

SHEET

OF

DRAWN BY:

DESIGNED:

KJH

CLZ

DJK

2/26/2021

614/80109

CONSTRUCT ALLEY SPRING SEASONAL 2-PLEX

HOUSING UNIT

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FINAL CONSTRUCTION DOCUMENTS

G3

2018 NFPA - 1

(NOTE: THE FOLLOWING ARE DIRECT QUOTES AND/OR SECTIONS FROM THE

AFOREMENTIONED CODE, UNLESS INDICATED BY ITALICS). THIS PROJECT MUST FOLLOW

THE ENTIRETY OF THE ADOPTED CODES

SECT 3.3.95 DWELLING UNIT: ONE OR MORE ROOMS ARRANGED FOR COMPLETE,

INDEPENDENT HOUSEKEEPING PURPOSES, WITH SPACE FOR EATING, LIVING AND

SLEEPING; FACILITIES FOR COOKING; AND PROVISIONS FOR SANITATION. [5000, 2018]

SECT 3.3.195.1: ONE-AND TWO-FAMILY DWELLING UNIT: ONE -AND TWO-FAMILY

DWELLINGS INCLUDE BUILDINGS CONTAINING NOT MORE THAN TWO DWELLING UNITS IN

WHICH EACH DWELLING UNIT IS OCCUPIED BY MEMBERS OF A SINGLE WITH NOT MORE

THAN THREE OUTSIDERS, IF ANY, ACCOMMODATED IN RENTED ROOMS.

SECT 3.3.95.1 ONE- AND TWO- FAMILY DWELLING UNIT: SEE 3.3.192.25.1.

SECT 3.3.192.1 ONE-AND TWO-FAMILY DWELLING UNIT. A BUILDING THA CONTAINS NOT

MORE THAN TWO DWELLING UNITS WITH INDEPENDENT COOKING AND BATHROOM

FACILITIES. [101, 2018]

SECT 3.3.192.29 * RESIDENTIAL OCCUPANCY: AN OCCUPANCY THAT PROVIDES SLEEPING

ACCOMMODATIONS FOR PURPOSES OTHER THAN HEALTH CARE AND DETENTION AND

CORRECTIONAL. [101, 2018]

SECT 6.1.8 RESIDENTIAL: FOR REQUIREMENTS, SEE SECTIONS 20.5 AND 20.8 THROUGH

20.11. [101:6.1.8]

SECT 6.1.14.4.1 WHERE SEPARATED OCCUPANCIES ARE PROVIDED, EACH PART OF THE

BUILDING COMPRISING A DISTINCT OCCUPANCY, AS DESCRIBED IN THIS CHAPTER, SHALL

BE COMPLETELY SEPARATED FROM OTHER OCCUPANCIES BY FIRE BARRIERS AS

SPECIFIED IN 6.1.14.4.2, 6.1.14.4.3, AND TABLE 6.1.14.4.1(a) AND TABLE 6.1.14.4.1(b), UNLESS

SEPARATION IS PROVIDED BY APPROVED EXISTING SEPARATIONS OR AS OTHERWISE

PERMITTED BY 6.1.14.4.6. [101:6.1.14.4.1]

SECT 13.3 AUTOMATIC SPRINKLERS

SECT 13.3.1 * AUTOMATIC SPRINKLERS SHALL BE INSTALLED IN FULL OPERATING

CONDITION IN THE OCCUPANCIES SPECIFIED IN THIS CODE OR IN THE CODES OR

STANDARD REFERENCED IN CHAPTER 2.

SECT 13.3.1.2 INSTALLATIONS SHALL BE IN ACCORDANCE WITH NFPA 13, NFPA 13R, OR

NFPA 13D AS APPROPRIATE.

SECT 13.3.2.20 ONE- AND TWO-FAMILY DWELLINGS

SECT 13.3.20.1 ALL NEW ONE- AND TWO-FAMILY DWELLINGS SHALL BE PROTECTED

THROUGHOUT BY AN APPROVED AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH

13.3.2.20.2. [101:24.3.5.1]

SECT13.3.2.20.2 WHERE AN AUTOMATIC SPRINKLER SYSTEM IS INSTALLED, EITHER FOR

TOTAL OR PARTIAL BUILDING COVERAGE, THE SYSTEM SHALL BE IN ACCORDANCE WITH

SECTION 13.3. [24.3.5.2]

FIRE PROTECTION AND EGRESS PLAN LEGEND

QUANTITY OF OCCUPANTS AND

DIRECTION OF EGRESS

BUILDING EXIT

X

SMOKE PARTITION PER NFPA

SECTION 14.3.6, EXCEPTION

NO. 2

1/2 HOUR FIRE PARTITION

SMOKE PARTITION IN ATTIC

952 S.F.

5 OCC

48' TRAVEL DISTANCE48' TRAVEL DISTANCE48' TRAVEL DISTANCE 48' TRAVEL DISTANCE

36' COMMON

PATH OF

TRAVEL

952 S.F.

5 OCC

ALLOWABLE DISTANCES

TRAVEL DISTANCE: 250'

COMMON PATH OF TRAVEL: 125'

DEAD-END CORRIDORS: 50'

EXIT WIDTH PER DWELLING UNIT

REQUIRED: 1" (0.2"x5)

PROVIDED: 34"-68"

FLOOR AREA ALLOWANCE

200 GROSS SQUARE FOOT PER OCCUPANT

TOTAL BUILDING AREA FOR

TYPE V CONSTRUCTION

ALLOWABLE: 7,000 SF

PROVIDED: 2,080 SF

15' DEAD-END

CORRIDOR

15' DEAD-END

CORRIDOR

DW

RE

F.

KITCHEN

LIVING

BATH 1

LIN

EN

KS

BEDROOM 1

BEDROOM 2

COVERED

DECK

BEDROOM 1

BEDROOM 2

LIVING

BATH 2

DW

RE

F.

KITCHEN

BATH 1

LIN

EN

WH

DINING

DINING

COVERED

PORCH

WH

UTILITY

UTILITY

STORE

ROOM

COMM.

BATH 2

HALL

HALL

COVERED

DECK

COATS

COATS

H.C. UNIT

36' COMMON

PATH OF

TRAVEL

DATE:

TECH. REVIEW:

SUB SHEET NO. TITLE OF SHEET

PMIS NO.

DRAWING NO.

SHEET

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DRAWN BY:

DESIGNED:

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DJK

2/26/2021

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CONSTRUCT ALLEY SPRING SEASONAL 2-PLEX

HOUSING UNIT

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FIRE PROTECTION AND

EGRESS PLAN

PLAN

NORTH

TRUE

NORTH

SCALE: 1/4" = 1'-0" 4' 2' 0 4'

FIRE PROTECTION AND EGRESS PLAN

N1

N

G4

1CP#

2CP#

M A

T C

H L

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E

A

M A

T C

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A

M A

T C

H L

I N

E

A

M A

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A

SCALE: 1" = 20'-0" 20' 10' 0 20'

EXISTING SITE CONDITIONS/SURVEY

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DESIGNED:

WJC

CONSTRUCT ALLEY SPRING SEASONAL 2-PLEX

HOUSING UNIT

ALLEY SPRING, MISSOURI

614 / 80109

310435

DRAWN BY:

TECH. REVIEW:

DATE:

2/26/2021

DRAWING NO.

PMIS NO.

SHEET

TITLE OF SHEET

A/E FIRM

PRIME:

KENNETH HAHN

ARCHITECTS, INC.

OMAHA, NE.

RDS

WJC

SUBCONTRACTOR:

SMITH&CO.

POPLAR BLUFF, MO.

901 VINE STREET; P.O. BOX 72

POPLAR BLUFF, MISSOURI 63902

(573) 785-9621 FAX: (573) 785-2651 WWW.SHSMITHCO.COM

SMITH CO.

AN EMPLOYEE OWNED COMPANY

CIVIL ENGINEERING

SURVEYING

ENVIRONMENTAL & GEOTECHNICAL SERVICES MATERIAL TESTING

ESTABLISHED 1968

ENGINEERS

EXISTING SITE CONDITIONS/SURVEY

CONTROL POINTS

CP#

CP#

NUMBER

PE-2004017146

WILLIAM

J. COBB

P

R

O

F

E

S

S

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G

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E

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V1

FINAL CONSTRUCTION DOCUMENTS

LEGEND

CP# 1

WATER NOTES:

SEWER NOTES:

STORM SEWER NOTES:

U

N

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M

P

R

O

V

D

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A

D

E

X

I S

T I

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I L

I

A

D

EXISTING UTILITIES NOTE:

I G

H W

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PHPD

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GP

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GP

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METER

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WATER

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METER

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ELEC.

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GP

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TOP ELEV.=680.98

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FL. IN. ELEV.=675.02

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FL. IN ELEV.=675.53

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MH DEPTH=671.58

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FL. OUT ELEV.=671.58

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MH8

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P:\P200228 HAHN ARCHITECTS ALLEY SP. SITE 508\ENG\DRAWINGS\P200228.DWG

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NORTHING=482160.94 , EASTING=544948.42

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ELEV.=691.93

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5/8" REBAR WITH ALUMINUM CAP, STAMPED "CP-1"

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NORTHING=482083.26 , EASTING=545071.89

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ELEV.=689.21

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5/8" REBAR WITH ALUMINUM CAP, STAMPED "CP-2"

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WILLIAM J. COBB MO# PE-2004017146

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S.H. SMITH & COMPANY CERT.# E-616-D

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EXISTING

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PHPD

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TREE LINE

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TREE

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TELEPHONE PEDESTAL

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METER

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CONTROL POINT

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UNDERGROUND UTILITY LINES:

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METER WATER/GAS/ELECTRIC ETC

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FIRE HYDRANT

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WATER

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SANITARY SEWER

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ELECTRIC

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WATER/GAS/ELECTRIC

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INTERMEDIATE

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CONTOURS

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INDEX

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DITCH FLOW/CL OF DITCH

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1. ALL MAINS AND FIRE HYDRANTS SHALL BE INSTALLED AND PER LOCAL UTILITY PROVIDER REQUIREMENTS. 2. ALL SERVICE LINE CONSTRUCTION METHODS TO CONFORM TO LATEST STANDARDS AND SPECIFICATIONS OF THE UTILITY PROVIDER. 3. ALL TRENCHES UNDER AREAS TO BE PAVED SHALL BE GRANULARLY FILLED WITH 3/4 INCH MINUS CRUSHED LIMESTONE. BACKFILL SHALL BE PLACED IN ACCORDANCE WITH MODOT SPECIFICATIONS. 4. ALL BACKFILL MATERIAL SHALL BE MECHANICALLY COMPACTED TO AT LEAST 95 PERCENT OF THE MATERIAL'S STANDARD PROCTOR MAXIMUM DRYDENSITY. 5. ALL PVC PIPE IS TO BE C900 OR EQUAL, CONFORMING TO APPLICABLE AWWA STANDARDS. 6. ALL DUCTILE IRON PIPE SHALL BE CLASS 52, CONFORMING TO APPLICABLE AWWA STANDARDS. 7. EXISTING WATER SERVICE SHALL NOT BE INTERRUPTED. 8. COORDINATE WITH UTILITY PROVIDED FOR ALL TAPS OFF EXISTING WATER MAINS. 9. ALL WATER MAINS SHOULD HAVE A MINIMUM COVER OF 42 INCHES ABOVE THE PIPE, AND 42 INCHES FROM OUTSIDE OF THE PIPE TO EXPOSED AIR BELOW THE PIPE. COVER LESS THAN THIS SHALL REQUIRE SPECIFIC APPROVAL FROM THE DIVISION. 10. WATERLINE SHALL BE LOCATED MINIMUM 10 FEET FROM SANITARY SEWER IMPROVEMENTS AND ELECTRIC IMPROVEMENTS AND A MINIMUM OF 5 FEET FROM ALL OTHER UTILITIES.

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1. ALL LATERAL SEWER CONSTRUCTION METHODS TO CONFORM TO LATEST STANDARDS AND SPECIFICATIONS OF THE UTILITY PROVIDER. 2. ALL TRENCHES UNDER AREAS TO BE PAVED SHALL BE GRANULARLY FILLED WITH 3/4" MINUS CRUSHED LIMESTONE BACKFILL SHALL BE PLACED IN ACCORDANCE WITH MODOT SPECIFICATIONS. 3. CONTRACTOR TO START LAYING PIPE AT DOWNSTREAM MANHOLE AND WORK UPSTREAM. 4. CLEANOUTS SHALL BE LOCATED AT ALL HORIZONTAL AND VERTICAL CHANGES IN DIRECTION OF FLOW OF BUILDING LATERALS AND ANY SANITARY LATERAL OF 100 FEET OR LONGER. 5. JETTING IS NOT AN ACCEPTABLE METHOD OF ACHIEVING BACKFILL COMPACTION. ALL BACKFILL MATERIAL SHALL BE MECHANICALLY COMPACTED TO AT LEAST 95 PERCENT OF THE MATERIAL'S STANDARD PROCTOR MAXIMUM DRY DENSITY. 6. GAS, WATER, AND OTHER UNDERGROUND UTILITIES SHALL NOT CONFLICT WITH THE DEPTH OF HORIZONTAL LOCATION OF EXISTING OR PROPOSED SANITARY AND STORM SEWERS. 7. THE CONTRACTOR SHALL PREVENT ALL STORM, SURFACE WATER, MUD AND CONSTRUCTION DEBRIS FROM ENTERING THE EXISTING SANITARY SEWER SYSTEMS. 8. ALL PVC SANITARY SEWER PIPE IS TO BE SDR-35 OR EQUAL WITH "CLEAN" 1/2 INCH TO 1 INCH GRANULAR STONE BEDDING UNIFORMLY GRADED. THIS BEDDING SHALL EXTEND FROM 4 INCHES BELOW THE PIPE TO SPRINGLINE OF PIPE. IMMEDIATE BACKFILL OVER PIPE SHALL ONSIST OF SAME SIZE "CLEAN" OR "MINUS" STONE FROM SPRINGLINE OF PIPE TO 6 INCHES ABOVE THE TOP OF PIPE. 9. EXISTING SANITARY SEWER SERVICE SHALL NOT BE INTERRUPTED.

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1. ALL REINFORCED CONCRETE PIPE (RCP) SHALL BE CLASS III. 2. ALL JOINTS SHALL HAVE MASTIC INSTALLED FOR WATER TIGHT JOINTS PER MANUFACTURER RECOMMENDATIONS.

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EDGE OF ROAD

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DITCH CL

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UTILITY SAWCUT (WATER AND SEWER)

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TREE LINE (TYP.)

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ELEC. METER WITH RISER (NO METER IN BOX-NOT IN USE)

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CONTROL POINT (TYP.)

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PAVED SURFACE

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GRAVEL SURFACE

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DITCH CL

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1. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES SHOWN ARE BASED ON VISIBLE ABOVE-GROUND OBJECTS AND MARKINGS, PREVIOUS RECORD DRAWINGS AND SURVEYS PROVIDED TO SMITH&CO. BY OTHERS, AND PAINT OR OTHER MARKINGS MADE BY UTILITY COMPANIES AND/OR UTILITY LOCATOR SERVICES PRIOR TO THE FIELD SURVEY. NO EXCAVATIONS WERE MADE DURING THE PROGRESS OF THIS SURVEY TO LOCATE BURIED OBJECTS. LOCATIONS OF UNDERGROUND UTILITIES/STRUCTURES/CONDUITS MAY VARY FROM THE LOCATIONS SHOWN HEREUPON. ADDITIONAL BURIED UTILITIES THAT DO NOT HAVE SURFACE MARKERS MAY BE ENCOUNTERED DURING EXCAVATION. 2. SMITH&CO. IS NOT A UTILITY LOCATOR SERVICE. SMITH&CO. IS NOT RESPONSIBLE OR LIABLE FOR DAMAGES RESULTING FROM UNMARKED OR INACCURATELY MARKED UNDERGROUND UTILITIES OR STRUCTURES. CALL 1-800-DIG-RITE.

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EXIST. EDGE OF ROAD

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4" PVC WATER

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4" PVC WATER

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2 1/2" PVC WATER

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2 1/2" PVC WATER

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3/4" GALVANIZED WATER

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2 1/2" PVC WATER

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6" VCP SEWER

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6" ABS SEWER

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6" ABS SEWER

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2 1/2" PVC WATER

CP# 1

CP#

SCALE: 1" = 20'-0" 20' 10' 0 20'

DEMOLITION SITE PLAN

N

EXISTING TREE TO REMAIN

NEW DRIVEWAY LOCATION

SHOWN DASHED

ROAD TO REMAIN

C1

DEMOLITION SITE PLAN

DATE:

TECH. REVIEW:

SUB SHEET NO. TITLE OF SHEET

PMIS NO.

DRAWING NO.

SHEET

OF

DRAWN BY:

DESIGNED:

KJH

CLZ

DJK

2/26/2021

614/80109

CONSTRUCT ALLEY SPRING SEASONAL 2-PLEX

HOUSING UNIT

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1. TREE REMOVAL WILL BE DONE BY THE PARK PRIOR TO CONSTRUCTION.

2. OZARKS PARK HAVE A DESIGNATED STOCKPILE SITE TO TAKE ALL THE CLEAN

ORGANICS (DIRT AND CLAY) REMOVED DURING SITE PREP; REFER TO SITE AERIAL PLAN

1/G1 FOR STOCKPILE LOCATION

3. GENERAL CONTRACTOR IS RESPONSIBLE FOR HAULING AND STACKING PILE FROM SITE

PREP REMOVAL AT THE DESIGNATED STOCKPILE LOCATION.

4. GENERAL CONTRACTOR SHALL PROVIDE AND INSTALL A SILT FENCE OR COIR FIBER

ROLL AROUND THE STOCKPILE, AND IS REQUIRED TO SEED AREA OF THIS PILE.

5. CONTRACTOR WILL BE REQUIRED TO PREPARE AND IMPLEMENT AN UNDER AN ACRE

PREVENTION PLAN, AND WILL BE REQUIRED TO FOLLOW THIS PLAN PER APPLICABLE

LAWS.

SHEET DEMOLITION NOTES

1. REMOVE ASPHALT PAVEMENT COMPLETE.

2. REMOVE THE DIRT AND GRAVEL DRIVE (RING ROAD) FROM THE EXISTING PAVED

SURFACE NORTH TO THE EXISTING ROAD AS SHOWN; SEE SHEET V1

3. REMOVE TREES AS REQUIRED TO ACCOMMODATE DUPLEX PER SITE LAYOUT PLAN 1/C3.

TREES IN THIS LOCATION ARE MOSTLY SMALL VOLUNTEER TREES.

4. REMOVE TREES AND BRUSH AS REQUIRED TO ACCOMMODATE NEW DRIVEWAY AND

GRADING; SEE 1/C2 AND 1/C3.

5. REMOVE TREES AND BRUSH AS NEEDED TO ACCOMMODATE 3 TO 1 SLOPE PER

GRADING PLAN 1/C2.

6. REMOVE THE PORTION OF SANITARY SEWER THAT IS SHOWN CROSS HATCHED.

7. REMOVE WATER LINE AND METER SHOWN CROSS HATCHED.

8. DIG TRENCH AS REQUIRED FOR NEW WATER LINE; REFER TO UTILITY PLAN 1/C4.

9. DIG TRENCH AS REQUIRED FOR NEW SANITARY LINE; REFER TO UTILITY PLAN 1/C4.

DEMOLITION PLAN KEY NOTES

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AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 36"

AutoCAD SHX Text 54"

AutoCAD SHX Text 65"

AutoCAD SHX Text 54"

AutoCAD SHX Text 24"

AutoCAD SHX Text

TOP ELEV.=680.98

AutoCAD SHX Text

FL. IN. ELEV.=675.02

AutoCAD SHX Text

FL. IN ELEV.=675.53

AutoCAD SHX Text

MH DEPTH=671.58

AutoCAD SHX Text

FL. OUT ELEV.=671.58

AutoCAD SHX Text

MH8

CP#

696 693.0 GRADE

90.0 GRADE

692.25 GRADE

690.0 GRADE

691.77

PVMT

690.78

PVMT

695 692

701704

700 698

689.99 PVMT

91.95 WALK

692.26

694.75

3 TO 1

3 T O 1

689.59

PVMT

691.00 PVMT

685 684

697698

691.58 WALK (LOW POINT)

691.66 WALK (LP)

I.E. = 677.0

I.E. = 680.0

689.92

691.72 PVMT

692.0 GRADE

692.25 GRADE

692.5 GRADE

692.5 (H.P.)

692.40

SCALE: 1" = 20'-0" 20' 10' 0 20'

SITE GRADING PLAN

N

DUPLEX

FFE = 694.75

SWALE

1. ARCHITECTURAL ELEVATION 100'-0" =

CIVIL ELEVATION 694.75'

SITE GRADING PLAN KEY NOTES

SITE GRADING LIMITS =

15.0

SWALE

SWALE

SWALE

C2

SITE GRADING PLAN

DATE:

TECH. REVIEW:

SUB SHEET NO. TITLE OF SHEET

PMIS NO.

DRAWING NO.

SHEET

OF

DRAWN BY:

DESIGNED:

KJH

CLZ

DJK

2/26/2021

614/80109

CONSTRUCT ALLEY SPRING SEASONAL 2-PLEX

HOUSING UNIT

b

A l l e y

S p r i n g

D u p l e x D

R A

W I N

G S

O

Z A

R C d w g

U

S E

R

C a r e y

FINAL CONSTRUCTION DOCUMENTS

1. CONTRACTOR WILL BE REQUIRED TO PREPARE AND IMPLEMENT AN UNDER AN ACRE

PREVENTION PLAN, AND WILL BE REQUIRED TO FOLLOW THIS PLAN PER APPLICABLE

LAWS.

SHEET NOTES

LEGEND

CP# 1

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 36"

AutoCAD SHX Text 54"

AutoCAD SHX Text 54"

AutoCAD SHX Text

TOP ELEV.=680.98

AutoCAD SHX Text

FL. IN. ELEV.=675.02

AutoCAD SHX Text

FL. IN ELEV.=675.53

AutoCAD SHX Text

MH DEPTH=671.58

AutoCAD SHX Text

FL. OUT ELEV.=671.58

AutoCAD SHX Text

MH8

AutoCAD SHX Text

AutoCAD SHX Text

PHPD

AutoCAD SHX Text

TREE LINE

AutoCAD SHX Text

TREE

AutoCAD SHX Text

TELEPHONE PEDESTAL

AutoCAD SHX Text D

AutoCAD SHX Text Y

AutoCAD SHX Text H

AutoCAD SHX Text

METER

AutoCAD SHX Text

CONTROL POINT

AutoCAD SHX Text

UNDERGROUND UTILITY LINES:

AutoCAD SHX Text

METER WATER/GAS/ELECTRIC ETC

AutoCAD SHX Text

FIRE HYDRANT

AutoCAD SHX Text

WATER

AutoCAD SHX Text

SANITARY SEWER

AutoCAD SHX Text

ELECTRIC

AutoCAD SHX Text

WATER/GAS/ELECTRIC

AutoCAD SHX Text

INTERMEDIATE

AutoCAD SHX Text

CONTOURS

AutoCAD SHX Text

INDEX

AutoCAD SHX Text

AutoCAD SHX Text

DITCH FLOW/CL OF DITCH

27.0

CP#CONC. PARKING LOT

DUPLEX

FFE = 694.75

EX

IS

T.

C

OU

NT

Y

RO

AD

48.0

39.0 6.0

19.67

.0

12.0

6" CURB;

SEE DTL 3/C3

EXISTING ROAD

20.0

20.0

CURB RAMP;

SEE 4/C5

4.0

4.0

40°

13.0

13.5

18.0 TYP

9.0 TYP9.0 TYP

11.0 MIN

3.0

LAYOUT ORIGIN POINT

EXISTING

TREE LINE

.0

CENTERLINE

OF DRIVE

18" CULVERT W/ FLARED END SECTIONS;

SEE GRADING PLAN 1/C2

45.0'+/-

20.0'

.0'

R

.5'

R

RAMP - SEE 1/A2

5' MIN

SEE 1/A1

SCALE: 1" = 20'-0" 20' 10' 0 20'

SITE LAYOUT PLAN

N

1. 4" THICK CONCRETE PAD (OR

SIDEWALK) AT BASE OF STAIR

STRUCTURE; SEE SECT 6/A7

2. 48" WIDE x 4" THICK CONCRETE

SIDEWALK; SEE 2/C3 DETAILS

3. SEED AREAS DISTURBED BY

CONSTRUCTION

4. SEE SANITARY PIPE DETAIL 4/A7

5. ACCESSIBLE PARKING SIGN - SEE

DETAIL 5/C3

6. CONC. DRIVEWAY; REFER TO

CONSTRUCTION DETAILS SHEET C5

7. PAINT STRIPES (TYP.)

8. EXISTING PAD MOUNTED

TRANSFORMER; SEE ELECTRICAL

9. EXISTING COMMUNICATION

PEDESTALS

10. NEW TRANSFOR POST FOR METERS

BY UTILITY COMPANY; SEE

ELECTRICAL

11. SEE MECHANICAL SHEET M1 FOR SS

& WATER LINE ENTRY POINT

12. PROVIDE AND INSTALL FIRE

HYDRANT AND VALVE; SEE 1/C4

13. AT THE SE CORNER OF THE PARKING

AREA, PROVIDE 5' OF RIP RAP

EROSION CONTROL ALONG EDGE OF

PAVEMENT

SITE LAYOUT PLAN KEY NOTES

EXISTING EDGE OF ROAD

A TYPICAL C.J B TYPICAL E.J

C3

SITE LAYOUT PLAN

DATE:

TECH. REVIEW:

SUB SHEET NO. TITLE OF SHEET

PMIS NO.

DRAWING NO.

SHEET

OF

DRAWN BY:

DESIGNED:

KJH

CLZ

DJK

2/26/2021

614/80109

CONSTRUCT ALLEY SPRING SEASONAL 2-PLEX

HOUSING UNIT

b

A l l e y

S p r i n g

D u p l e x D

R A

W I N

G S

O

Z A

R C d w g

U

S E

R

C a r e y

FINAL CONSTRUCTION DOCUMENTS

SCALE: 1/2" = 1'-0" 2' 1' 0 2'

ACCESSIBLE PARKING SIGN

SCALE: 1-1/2" = 1'-0" 8"4"0 16"

CONCRETE CURB & GUTTER

NOT TO SCALE

CURB RAMP

4"SCALE: 3" = 1'-0" 2"0 8"

SIDEWALK DETAILS

LEGEND

CP# 1

CONTROL POINTS

CP#

CP# 2

AutoCAD SHX Text 36"

AutoCAD SHX Text 54"

AutoCAD SHX Text 54"

AutoCAD SHX Text

TOP ELEV.=680.98

AutoCAD SHX Text

FL. IN. ELEV.=675.02

AutoCAD SHX Text

FL. IN ELEV.=675.53

AutoCAD SHX Text

MH DEPTH=671.58

AutoCAD SHX Text

FL. OUT ELEV.=671.58

AutoCAD SHX Text

MH8

AutoCAD SHX Text

4" CONC. SIDEWALK

AutoCAD SHX Text

1/2" E.J. FILLER AND SEALANT

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COMPACTED SUBGRADE

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1/8" WIDE TOOLED C.J. APPROX. 1" DEEP

AutoCAD SHX Text ACCESSIBLE PARKING SIGN WITH INTERNATIONAL SYMBOL OF ACCESSIBILITY AND WORDS "RESERVED PARKING"

AutoCAD SHX Text PROVIDE SEPARATE "VAN-ACCESSIBLE" SIGN PANEL ON STALLS ADJACENT TO 8' WIDE ACCESS AISLE

AutoCAD SHX Text

VAN ACCESSIBLE

AutoCAD SHX Text

RESERVED PARKING

AutoCAD SHX Text

CENTER SIGN POST ON PARKING STALL CENTERLINE

AutoCAD SHX Text

FINISH GRADE

AutoCAD SHX Text

3" O.D. GALVANIZED STEEL PIPE WITH CAP - DRIVE INTO GROUND

AutoCAD SHX Text 3"R

AutoCAD SHX Text 3"R

AutoCAD SHX Text

CONCRETE PAVEMENT

AutoCAD SHX Text

8.3% MAX. SLOPE

AutoCAD SHX Text 4'-0"

AutoCAD SHX Text

SLOPED SIDE-TYP.

AutoCAD SHX Text

TAPER CURB FROM 6" HIGH TO 0" HIGH WITHIN 5'-0"-TYP.

AutoCAD SHX Text

SEEDING

AutoCAD SHX Text

SEE 1/C3

AutoCAD SHX Text

CONCRETE WALK

AutoCAD SHX Text

1" EXPANSION JOINT W/ SEALANT

AutoCAD SHX Text

COMPACTED SUBGRADE

AutoCAD SHX Text

SLOPED SIDE

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SEEDING

AutoCAD SHX Text

4" AGGREGATE BASE

AutoCAD SHX Text 5'-0"

AutoCAD SHX Text 5'-0"

AutoCAD SHX Text

CONCRETE WALK

AutoCAD SHX Text

PAVEMENT

AutoCAD SHX Text

PHPD

AutoCAD SHX Text

TREE LINE

AutoCAD SHX Text

TREE

AutoCAD SHX Text

TELEPHONE PEDESTAL

AutoCAD SHX Text D

AutoCAD SHX Text Y

AutoCAD SHX Text H

AutoCAD SHX Text

METER

AutoCAD SHX Text

CONTROL POINT

AutoCAD SHX Text

UNDERGROUND UTILITY LINES:

AutoCAD SHX Text

METER WATER/GAS/ELECTRIC ETC

AutoCAD SHX Text

FIRE HYDRANT

AutoCAD SHX Text

WATER

AutoCAD SHX Text

SANITARY SEWER

AutoCAD SHX Text

ELECTRIC

AutoCAD SHX Text

WATER/GAS/ELECTRIC

AutoCAD SHX Text

INTERMEDIATE

AutoCAD SHX Text

CONTOURS

AutoCAD SHX Text

INDEX

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

DITCH FLOW/CL OF DITCH

AutoCAD SHX Text

NORTHING=482160.94 , EASTING=544948.42

AutoCAD SHX Text

ELEV.=691.93

AutoCAD SHX Text

5/8" REBAR WITH ALUMINUM CAP, STAMPED "CP-1"

AutoCAD SHX Text

NORTHING=482083.26 , EASTING=545071.89

AutoCAD SHX Text

ELEV.=689.21

5/8" REBAR WITH ALUMINUM CAP, STAMPED "CP-2"

1CP#

2CP#

4W

4W

4W

4W

4W

4W

M A

T C

H L

I N

E

A

M A

T C

H L

I N

E

A

CO

W

W

W

W

W

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

CO

W

4W

4W

4W

4W

M A

T C

H L

I N

E

A

M A

T C

H L

I N

E p m

P

P h n

A r c h i t e c l e y

S p

S i

E n g

D r a w i n g s

P d

S E

R r o d n e y s

SUB SHEET NO.

OF

DESIGNED:

WJC

CONSTRUCT ALLEY SPRING SEASONAL 2-PLEX

HOUSING UNIT

ALLEY SPRING, MISSOURI

614 / 80109

310435

DRAWN BY:

TECH. REVIEW:

DATE:

2/26/2021

DRAWING NO.

PMIS NO.

SHEET

TITLE OF SHEET

A/E FIRM

PRIME:

KENNETH HAHN

ARCHITECTS, INC.

OMAHA, NE.

RDS

WJC

SUBCONTRACTOR:

SMITH&CO.

POPLAR BLUFF, MO.

901 VINE STREET; P.O. BOX 72

POPLAR BLUFF, MISSOURI 63902

(573) 785-9621 FAX: (573) 785-2651 WWW.SHSMITHCO.COM

SMITH CO.

AN EMPLOYEE OWNED COMPANY

CIVIL ENGINEERING

SURVEYING

ENVIRONMENTAL & GEOTECHNICAL SERVICES MATERIAL TESTING

ESTABLISHED 1968

ENGINEERS

UTILITY PLAN

S

R

V

I

C

E

WATER METER (TYP.)

2 - 1" METERS

WATER METERS/PITS DETAIL

CONTROL POINTS

CP#

CP#

6" PVC SEWER SERVICE

1" WATER SERVICE

NUMBER

PE-2004017146

WILLIAM

J. COBB

P

R

O

F

E

S

S

I

O

N

G

I

N

E

E

R

S

T

A

M

I

S

S

O

U

R

I

C4

POST INDICATOR VALVE (P.I.V.)

LOCATION

FINAL CONSTRUCTION DOCUMENTS

I G

H W

SEE ARCHITECTURAL

PLANS FOR ALL SITE AND

BUILDING INFORMATION

45 L.F. - 18" RCP

W/FLARED ENDS

TIE INTO EXISTING

4" PVC WATER BY GOV'T

EL.=677.00

EL.=680.00

WATER VALVE

BY GOV'T

4" WATER LINE TO BE INSTALLED

BY GOVERNMENT (NOT IN CONTRACT)

WATER VALVE

3" FIRE SERVICE

INTO BUILDING

CLEANOUT (TYP.)

SEE DETAIL ON SHEET C5

PROVIDE AND INSTALL

FIRE HYDRANT AND VALVE

(TO BE ABANDONED IN PLACE)

CAP WATER LINE

U

N

I

M

P

R

O

V

D

A

D

5'x10' RIP RAP

AT OUTLET

DUPLEX

F.F.E.=694.75

LEGEND

4W

CP#

SS

WATER NOTES:

SEWER NOTES:

STORM SEWER NOTES:

E

X

I S

T I

G

I L

I

A

D

SCALE: 1" = 20'-0" 20' 10' 0 20'

SITE UTILITY PLAN

N

REMOVE EXISTING SEWER LINE

TIE IN SEWER SERVICE AT ELEV.=672.58

SEWER SERVICE CROSSING

ELEV.=672.74 AT 18" RCP

EXISTING UTILITIES NOTE:

10' SEPARATION

6" PVC SEWER SERVICE

CONNECT TO 4" WATER LINE

3W

4" WATER LINE TO BE INSTALLED

BY GOV'T (N.I.C.)

REMOVE EXISTING WATER LINE

AutoCAD SHX Text

PHPD

AutoCAD SHX Text

GP

AutoCAD SHX Text

GP

AutoCAD SHX Text

METER

AutoCAD SHX Text

WATER

AutoCAD SHX Text

METER

AutoCAD SHX Text

ELEC.

AutoCAD SHX Text

GP

AutoCAD SHX Text

TOP ELEV.=680.98

AutoCAD SHX Text

FL. IN. ELEV.=675.02

AutoCAD SHX Text

FL. IN ELEV.=675.53

AutoCAD SHX Text

MH DEPTH=671.58

AutoCAD SHX Text

FL. OUT ELEV.=671.58

AutoCAD SHX Text

MH8

AutoCAD SHX Text D

AutoCAD SHX Text Y

AutoCAD SHX Text H

AutoCAD SHX Text

EXIST. EDGE OF ROAD

AutoCAD SHX Text

EXIST. DITCH CL

AutoCAD SHX Text

CONTROL POINT (TYP.)

AutoCAD SHX Text

P:\P200228 HAHN ARCHITECTS ALLEY SP. SITE 508\ENG\DRAWINGS\P200228.DWG

AutoCAD SHX Text

NORTHING=482160.94 , EASTING=544948.42

AutoCAD SHX Text

ELEV.=691.93

AutoCAD SHX Text

5/8" REBAR WITH ALUMINUM CAP, STAMPED "CP-1"

AutoCAD SHX Text

NORTHING=482083.26 , EASTING=545071.89

AutoCAD SHX Text

ELEV.=689.21

AutoCAD SHX Text

5/8" REBAR WITH ALUMINUM CAP, STAMPED "CP-2"

AutoCAD SHX Text

WILLIAM J. COBB MO# PE-2004017146

AutoCAD SHX Text

S.H. SMITH & COMPANY CERT.# E-616-D

AutoCAD SHX Text 2/26/21

AutoCAD SHX Text

EXIST. EDGE OF ROAD

AutoCAD SHX Text

EXIST. 4" PVC WATER

AutoCAD SHX Text

EXIST. 4" PVC WATER

AutoCAD SHX Text

EXIST. 2 1/2" PVC WATER

AutoCAD SHX Text

EXISTING

AutoCAD SHX Text

PROPOSED

AutoCAD SHX Text

PHPD

AutoCAD SHX Text

TREE LINE

AutoCAD SHX Text

TREE

AutoCAD SHX Text

TELEPHONE PEDESTAL

AutoCAD SHX Text D

AutoCAD SHX Text Y

AutoCAD SHX Text H

AutoCAD SHX Text

METER

AutoCAD SHX Text

CONTROL POINT

AutoCAD SHX Text

UNDERGROUND UTILITY LINES:

AutoCAD SHX Text

METER WATER/GAS/ELECTRIC ETC

AutoCAD SHX Text

FIRE HYDRANT

AutoCAD SHX Text

WATER

AutoCAD SHX Text

SANITARY SEWER

AutoCAD SHX Text

ELECTRIC

AutoCAD SHX Text

WATER/GAS/ELECTRIC

AutoCAD SHX Text

4" WATER LINE

AutoCAD SHX Text

VALVE WATER

AutoCAD SHX Text

FIRE HYDRANT

AutoCAD SHX Text

WATER

AutoCAD SHX Text D

AutoCAD SHX Text Y

AutoCAD SHX Text H

AutoCAD SHX Text

RCP STORM SEWER

AutoCAD SHX Text

SANITARY SEWER

AutoCAD SHX Text

SEWER

AutoCAD SHX Text

CLEAN OUT

AutoCAD SHX Text

CO

AutoCAD SHX Text

DITCH FLOW/CL OF DITCH

AutoCAD SHX Text

1. ALL MAINS AND FIRE HYDRANTS SHALL BE INSTALLED AND PER LOCAL UTILITY PROVIDER REQUIREMENTS. 2. ALL SERVICE LINE CONSTRUCTION METHODS TO CONFORM TO LATEST STANDARDS AND SPECIFICATIONS OF THE UTILITY PROVIDER. 3. ALL TRENCHES UNDER AREAS TO BE PAVED SHALL BE GRANULARLY FILLED WITH 3/4 INCH MINUS CRUSHED LIMESTONE. BACKFILL SHALL BE PLACED IN ACCORDANCE WITH MODOT SPECIFICATIONS. 4. ALL BACKFILL MATERIAL SHALL BE MECHANICALLY COMPACTED TO AT LEAST 95 PERCENT OF THE MATERIAL'S STANDARD PROCTOR MAXIMUM DRYDENSITY. 5. ALL PVC PIPE IS TO BE C900 OR EQUAL, CONFORMING TO APPLICABLE AWWA STANDARDS. 6. ALL DUCTILE IRON PIPE SHALL BE CLASS 52, CONFORMING TO APPLICABLE AWWA STANDARDS. 7. EXISTING WATER SERVICE SHALL NOT BE INTERRUPTED. 8. COORDINATE WITH UTILITY PROVIDED FOR ALL TAPS OFF EXISTING WATER MAINS. 9. ALL WATER MAINS SHALL HAVE A MINIMUM COVER OF 42 INCHES ABOVE THE PIPE, AND 42 INCHES FROM OUTSIDE OF THE PIPE TO EXPOSED AIR BELOW THE PIPE. 10. WATERLINE SHALL BE LOCATED MINIMUM 10 FEET FROM SANITARY SEWER IMPROVEMENTS AND ELECTRIC IMPROVEMENTS AND A MINIMUM OF 5 FEET FROM ALL OTHER UTILITIES.

AutoCAD SHX Text

1. ALL LATERAL SEWER CONSTRUCTION METHODS TO CONFORM TO LATEST STANDARDS AND SPECIFICATIONS OF THE UTILITY PROVIDER. 2. ALL TRENCHES UNDER AREAS TO BE PAVED SHALL BE GRANULARLY FILLED WITH 3/4" MINUS CRUSHED LIMESTONE BACKFILL SHALL BE PLACED IN ACCORDANCE WITH MODOT SPECIFICATIONS. 3. CONTRACTOR TO START LAYING PIPE AT DOWNSTREAM MANHOLE AND WORK UPSTREAM. 4. CLEANOUTS SHALL BE LOCATED AT ALL HORIZONTAL AND VERTICAL CHANGES IN DIRECTION OF FLOW OF BUILDING LATERALS AND ANY SANITARY LATERAL OF 100 FEET OR LONGER. 5. JETTING IS NOT AN ACCEPTABLE METHOD OF ACHIEVING BACKFILL COMPACTION. ALL BACKFILL MATERIAL SHALL BE MECHANICALLY COMPACTED TO AT LEAST 95 PERCENT OF THE MATERIAL'S STANDARD PROCTOR MAXIMUM DRY DENSITY. 6. GAS, WATER, AND OTHER UNDERGROUND UTILITIES SHALL NOT CONFLICT WITH THE DEPTH OF HORIZONTAL LOCATION OF EXISTING OR PROPOSED SANITARY AND STORM SEWERS. 7. THE CONTRACTOR SHALL PREVENT ALL STORM, SURFACE WATER, MUD AND CONSTRUCTION DEBRIS FROM ENTERING THE EXISTING SANITARY SEWER SYSTEMS. 8. ALL PVC SANITARY SEWER PIPE IS TO BE SDR-35 OR EQUAL WITH "CLEAN" 1/2 INCH TO 1 INCH GRANULAR STONE BEDDING UNIFORMLY GRADED. THIS BEDDING SHALL EXTEND FROM 4 INCHES BELOW THE PIPE TO SPRINGLINE OF PIPE. IMMEDIATE BACKFILL OVER PIPE SHALL ONSIST OF SAME SIZE "CLEAN" OR "MINUS" STONE FROM SPRINGLINE OF PIPE TO 6 INCHES ABOVE THE TOP OF PIPE. 9. EXISTING SANITARY SEWER SERVICE SHALL NOT BE INTERRUPTED.

AutoCAD SHX Text

1. ALL REINFORCED CONCRETE PIPE (RCP) SHALL BE CLASS III. 2. ALL JOINTS SHALL HAVE MASTIC INSTALLED FOR WATER TIGHT JOINTS PER MANUFACTURER RECOMMENDATIONS.

AutoCAD SHX Text

FLARED END SECTION

AutoCAD SHX Text

1. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES SHOWN ARE BASED ON VISIBLE ABOVE-GROUND OBJECTS AND MARKINGS, PREVIOUS RECORD DRAWINGS AND SURVEYS PROVIDED TO SMITH&CO. BY OTHERS, AND PAINT OR OTHER MARKINGS MADE BY UTILITY COMPANIES AND/OR UTILITY LOCATOR SERVICES PRIOR TO THE FIELD SURVEY. NO EXCAVATIONS WERE MADE DURING THE PROGRESS OF THIS SURVEY TO LOCATE BURIED OBJECTS. LOCATIONS OF UNDERGROUND UTILITIES/STRUCTURES/CONDUITS MAY VARY FROM THE LOCATIONS SHOWN HEREUPON. ADDITIONAL BURIED UTILITIES THAT DO NOT HAVE SURFACE MARKERS MAY BE ENCOUNTERED DURING EXCAVATION. 2. SMITH&CO. IS NOT A UTILITY LOCATOR SERVICE. SMITH&CO. IS NOT RESPONSIBLE OR LIABLE FOR DAMAGES RESULTING FROM UNMARKED OR INACCURATELY MARKED UNDERGROUND UTILITIES OR STRUCTURES. CALL 1-800-DIG-RITE.

3" WATER LINE

a m

P

P h n

A r c h i t e c l e y

S p

S i

E n g

D r a w i n g s

P d

S E

R r o d n e y s

SUB SHEET NO.

OF

DATE:

2/26/2021

DRAWING NO.

PMIS NO.

SHEET

TITLE OF SHEET

CONSTRUCTION DETAILS

PRESSURE PIPE TRENCH DETAIL

N.T.S

& VALVE BOX DETAIL

TYPICAL GATE VALVE

N.T.S

DESIGNED:

WJC

DRAWN BY:

TECH. REVIEW:

A/E FIRM

PRIME:

KENNETH HAHN

ARCHITECTS, INC.

OMAHA, NE.

RDS

WJC

SUBCONTRACTOR:

SMITH&CO.

POPLA…