MOORHEAD. City of Moorhead M I N N E S O T A. Right-of-Way Details and Standards

Size: px

Start display at page:

Download "MOORHEAD. City of Moorhead M I N N E S O T A. Right-of-Way Details and Standards"

Hugh Cobb
5 years ago
Views:

1 !! UTION!! UTILITIES IN THE RE, EFORE ONSTRUTION UTILIZE 1 LL THE SUSURFE UTILITY INFORMTION IN THIS PLN IS UTILITY QULITY LEVEL " " THIS QULITY LEVEL WS DETERMINED ORDING TO THE GUIDELINES I/SE 302, ENTITLED "STNDRD GUIDELINES FOR THE OLLETION ND DEPITION EXISTING SUSURFE UTILITY DT" PLN SYMOLS RIGHTWY LINE ROD RIGHTWY LINE DRINGE DITH SETION LINE QURTER LINE PROPERTY LINE ESEMENT LINE RILROD FENE SNITRY SEWER EXISTING SNITRY SEWER PROPOSED SNITRY SEWER SERVIE EXISTING SNITRY SEWER SERVIE PROPOSED SNITRY SEWER FORE MIN STORM SEWER EXISTING STORM SEWER PROPOSED WTER EXISTING WTER PROPOSED WTER SERVIE EXISTING WTER SERVIE PROPOSED TELEPHONE TELEVISION FIER OPTI OVERHED POWER UNDERGROUND POWER PETROLEUM PIPELINE GS UR & GUTTER EXISTING UR & GUTTER PROPOSED SNITRY MNHOLE STORM MNHOLE EXISTING MNHOLE HYDRNT EXISTING HYDRNT GTE VLVE EXISTING GTE VLVE ity of Mohead INDEX NO TITLE 1 Title Sheet 2 Street Patch Repair Details 3 Sidewalk & Private Drive Details 4 Sidewalk & D Ramp Details 5 Stm Sewer Details 6 Stm Sewer urb Details 7 Water and Sewer Service Details Utility Location onstruction Standards LEN OUT UR STOP PROPOSED EXISTING SIGN STREET NME SIGN REGULTORY / WRNING POWER POLE G:\ENGR\DESIGNENTER\DETILS\Drawings\ROW Details 6/20/ :23 M STREET LIGHT ELETRIL TRNSFORMER UTILITY PEDESTL UTILITY HNDHOLD / VULT DEIDUOUS TREE ONIFEROUS TREE USH / HEDGE EL EL TEL TEL SPEIFITION REFERENE THE 2014 EDITION THE MINNESOT DEPRTMENT TRNSPORTTION "STNDRD SPEIFITIONS FOR ONSTRUTION" SHLL GOVERN, S MODIFIED Y THE ITY SPEIFITIONS ND SPEIL PROVISIONS LL TRFFI ONTROL DEVIES SHLL ONFORM TO THE 2014 MMUTD, ND TEMPORRY TRFFI ONTROL ZONE LYOUTS (FIELD MNUL) DTED JNURY 2014 U U ity of Mohead RightofWay Details and Standards 1

2 G:\ENGR\DESIGNENTER\DETILS\Drawings\ROW Details 6/20/ :23 M LL STREETS ND VENUES REQUIRE DF KFILL* 1" No 4 EPOXY OTED RER DRILLED INTO EXISTING UR 6" (MIN) ND EPOXY GROUTED OR POUNDED TIGHT NEW ONRETE & G EXISTING &G NEW & G LENGTH VRIES EXISTING &G 2' 10' MINIMUM STNDRDS FOR STREET REPIR, EXVTION UNDER 150 SF LESS THN 10 YERS SINE PLEMENT REHILITTION ONLY IF NEESSRY, SWUT ITUMINOUS PVEMENT, RESTORE SE, GEOTEXTILE FRI, NON WER, ND WER OURSE SPHLT EXISTING ITUMINOUS PVEMENT SPOT UR ND GUTTER REPLEMENT (WITH ITUMINOUS STREET PTH) MINIMUM STNDRDS FOR STREET REPIR, EXVTION OVER 150 SF LESS THN 10 YERS SINE PLEMENT REHILITTION Street Patch Repair Details 2

3 PROVIDE 1 2" PREFORMED JOINT FILLER MTERIL FOR NEW SIDEWLK ONSTRUTION UTTING INPLE DRIVEWY SIDEWLK PLTE 1' 3' TPER ONNET TO EXISTING ONRETE WITH No 4 DOWELS 1" LONG T 24" MX SPING FLOW LINE EDGE UR & GUTTER 1 ONTRTION JOINTS IF NEEDED MXSPING 15' OND REKER VRIES 12' #4 RER, 24" (MX) EH WY (INIDENTL) PROVIDE 1 2" PREFORMED JOINT FILLER MTERIL FOR NEW DRIVEWY ONSTRUTION UTTING INPLE DRIVEWY SIDEWLK PLTE No 4 TIE RS 1" LONG T 24" MX SPING VRIES EXISTING ONRETE NOTES: 1 DRIVEWY ROSSING PLTE TO E POURED EFORE ND INDEPENDENT FROM THE PRON 2 LL ONRETE SIDEWLK TO E 4" THIK UNLESS OTHERWISE NOTED 3 JOINT SPING MUST NOT EXEED 5' IN NY DIRETION SWED OR TOOLED 4 REINFOREMENT SPING SHLL NOT EXEED 24" IN NY DIRETION ND E SUPPORTED MIDDEPTH ON RER RISER HIRS EVERY ON ENTER 5 REINFORING MUST E PLED 4" OTH SIDES LL JOINTS TOOLED OR SWED 6 LL PTHS T OR WIDER THN ' SHLL HVE LONGITUDINL SWED JOINT DOWN THE ENTER 7 LL REINFOREMENT, GGREGTE SE, ND JOINTS SHLL E INIDENTL TO ONSTRUTION THE UR ND UR TRNSITION WILL E PID FOR S LINER FEET ONRETE UR OR ONRETE UR ND GUTTER SEE UR & GUTTER DETIL FOR DDITIONL REINFOREMENT SPES LL TIE RS ND DOWELS SHLL E EPOXY OTED ONE END LL DOWEL RS TO E GRESED 10 WHERE EPOXY OTED RER IS REQUIRED IT SHLL HVE NO VISILE DINGS, SRTHES, OR OTHER EXPOSED METL 11 LL RER, SUPPORTING HIRS, EXPNSION MTERIL, ND FRMEWORK SHLL E INIDENTL TO ONSTRUTION 12 TOOLED JOINTS MUST NOT EXEED 1 4" IN WIDTH, MUST HVE 1 4" RDIUS EVEL ND E 1 4 THE SL THIKNESS IN DEPTH 13 SWED JOINTS MUST NOT EXEED 1 4" IN WIDTH, E 1 4 THE SL THIKNESS IN DEPTH ND E SW UT WITHIN 24 HOURS ONRETE PLEMENT " PREFORMED JOINT FILLER MTERIL, SHTO M213 (ELLULR FIER IT FELT) 15 LIMITS SIDEWLK REMOVL SHLL E SHOWN IN THE PLNS OR S DETERMINED IN THE FIELD Y THE ENGINEER LL EXVTED ND REMOVED MTERIL SHLL E ONSIDERED INIDENTL TO ONSTRUTION NEW SIDEWLK ND IS THE RESPONSIILITY THE ONTRTOR TO PROPERLY DISPOSE LL EXVTED MTERILS, INLUDING ITUMINOUS ND ONRETE No 4 DOWEL RS 1" LONG T 24" MX SPING WHERE UTTING EXISTING ONRETE 2 ONTRTION JOINTS (INIDENTL) '10' 3' TPER 4" LSS 5 GGREGTE SE (INIDENTL TO ID ITEM) 6" ONRETE PVEMENT RESIDENTIL 7" ONRETE PVEMENT OMMERIL G:\ENGR\DESIGNENTER\DETILS\Drawings\ROW Details 6/20/ :23 M No 4 TIE RS 1" LONG T 24" MX SPING 1 1 4" 6" RESIDENTIL 7" OMMERIL 1 2" SEE INSET 2' TPER (SEE INSET) 2' TPER DRIVEWY SETION INSET DRIVEWY SETION TOP UR 1/2" THIK SETION 3" 6" 4" LSS 5 GGREGTE SE (INIDENTL) DRIVEWY SETION 624 UR PROVIDE 1 2" PREFORMED JOINT FILLER MTERIL FOR NEW SIDEWLK ONSTRUTION UTTING EXISTING ONRETE EXISTING ONRETE SEE NOTES No 4 DOWEL RS 1" LONG T 24" MX SPING WHERE UTTING EXISTING ONRETE 2 SEE NOTES 4" LSS 5 GGREGTE SE (INIDENTL TO ID ITEM) SIDEWLK SETION No 4 4" EITHER SIDE JOINTS (INIDENTL) ONTRTION JOINTS (INIDENTL) No 4 4" EITHER SIDE JOINTS (INIDENTL) 4" ONRETE SEE NOTES Sidewalk & Private Drive (pproach) Detail 3

4 1/2" EXPNSION MTERIL 14 No 4 DOWEL RS 1" LONG T 24" MX SPING 1/2" EXPNSION MTERIL PR LNDING 1 G:\ENGR\DESIGNENTER\DETILS\Drawings\ROW Details 6/20/ :23 M RILROD ROSSING PLN VIEW PRLLEL RMP TYPIL ORNER (SEE PLN S FOR NUMER &LOTION RMPS) PRLLEL ISOMETRI VIEW ELEVTION PRLLEL RMP PLN VIEW No 4 TIE RS 1" LONG T 24" MX SPING REINFORE UR PER UR REPLEMENT DETIL 5 5 5'0" MIN 15 DIGONL / RDIL RMP VRIES K UR REINFORE UR PER UR REPLEMENT DETIL 5'0" MIN ' No 4 TIE RS 1" LONG T 24" MX SPING 12' PERPENDIULR RMP NOTES: 1 PEDESTRIN ESS ROUTE (PR) LNDING TO E POURED EFORE ND INDEPENDENT TO THE PEDESTRIN UR RMP 2 WHEN UTTING EXISTING ONRETE THT EXEEDS 2% ROSS SLOPE THEN TRNSITION NO MORE THN 05% SLOPE ORRETION PER FOOT TO E USED 3 LL TRUNTED DOMES MUST E OTED ST IRON ND E MNDOT PPROVED PRODUT 4 LL TRUNTED DOMES MUST HVE FTORY INSTLLED WEEP HOLES TO ENSURE PROPER EDDING 5 THE UTTING TRUNTED DOME PNELS IS NOT LLOWED 6 LL ONRETE SIDEWLK TO E 4" THIK UNLESS OTHERWISE NOTED 7 JOINT SPING MUST NOT EXEED 5' IN NY DIRETION SWED OR TOOLED REINFOREMENT SPING SHLL NOT EXEED 24" IN NY DIRETION ND E SUPPORTED MIDDEPTH ON RER RISER HIRS EVERY ON ENTER REINFORING MUST E PLED 4" OTH SIDES LL JOINTS TOOLED OR SWED 10 LL PTHS T OR WIDER THN ' SHLL HVE LONGITUDINL SWED JOINT DOWN THE ENTER 11 LL REINFOREMENT, GGREGTE SE, ND JOINTS SHLL E INIDENTL TO ONSTRUTION 12 THE UR ND UR TRNSITION WILL E PID FOR S LINER FEET ONRETE UR OR ONRETE UR ND GUTTER SEE UR & GUTTER DETIL FOR DDITIONL REINFOREMENT SPES 13 THE RMP RE WILL E PID S ONE UNIT PEDESTRIN RMP 5' OR PEDESTRIN RMP 10' THE TRUNTED DOME RE SHLL E ONSIDERED INIDENTL 14 THE PEDESTRIN RMP WILL INLUDE RE FROM K UR THROUGH THE LNDING OR ROSSING PLTE ND IS NOT TO EXEED 15', NYTHING OVER 15' WILL E PID FOR S ONRETE WLK 15 LL TIE RS ND DOWELS SHLL E EPOXY OTED ONE END LL DOWEL RS TO E GRESED 16 LL REINFOREMENT WITHIN THE PEDESTRIN RMP SHLL E EPOXY OTED 17 WHERE EPOXY OTED RER IS REQUIRED IT SHLL HVE NO VISILE DINGS, SRTHES, OR OTHER EXPOSED METL 1 LL RER, SUPPORTING HIRS, ND FRMEWORK SHLL E INIDENTL TO ONSTRUTION 1 TOOLED JOINTS MUST NOT EXEED 1 4" IN WIDTH, MUST HVE 1 4" RDIUS EVEL ND E 1 4 THE SL THIKNESS IN DEPTH 20 SWED JOINTS MUST NOT EXEED 1 4" IN WIDTH, E 1 4 THE SL THIKNESS IN DEPTH ND E SW UT WITHIN 24 HOURS ONRETE PLEMENT " PREFORMED JOINT FILLER MTERIL, SHTO M213 (ELLULR FIER IT FELT) 15 LIMITS REMOVLS SHLL E SHOWN IN THE PLNS OR S DETERMINED IN THE FIELD Y THE ENGINEER LL EXVTED ND REMOVED MTERIL SHLL E ONSIDERED INIDENTL TO ONSTRUTION NEW SIDEWLK ND IS THE RESPONSIILITY THE ONTRTOR TO PROPERLY DISPOSE LL EXVTED MTERILS, INLUDING ITUMINOUS ND ONRETE VRIES K UR Pedestrian D Ramp & Sidewalk Detail 4

5 LED LED LED F303 IRULR REINFOREMENT R, PPROX 3'2" DI F301 (TYP) G:\ENGR\DESIGNENTER\DETILS\Drawings\ROW Details 6/20/ :23 M TYPE "" TOP VIEW NOTES: 1 REINFOREMENT NOT SHOWN 2 TYPE "" STING SSEMLY TO E USED FOR STORM ND SNITRY MNHOLES 3 TYPE "" STING SSEMLY TO E USED FOR RER YRD, OULEVRD, ND DITH DRINGE 4 TYPE "" STING SSEMLY TO E USED IN TYPE "" MOUNTLE UR ND GUTTER 5 TYPE "D" STING SSEMLY TO E USED IN 624 UR ND GUTTER 6 PIPE OPENINGS SHLL E GROUTED ON THE INSIDE ND OUTSIDE EH STRUTURE 7 HDPE RINGS SHLL E INSTLLED VERTILLY; STGGERING DJUSTMENT RINGS SHLL NOT E LLOWED, ONTRTOR SHLL DJUST STRUTURE PLEMENT OR UR LIGNMENT S NEESSRY PROVIDE MORTR FILLETS / INVERTS TO DIRET FLOW TO OUTLET TYPE "" STING SSEMLY FRME Mn/DOT 7007 SN GRTE Mn/DOT 716 STS GRTE Mn/DOT 715 TYPE "" STING SSEMLY FRME ONRETE (SEE DETIL) GRTE MNDOT STING #731 (NEENH R4342) SEE NOTE ON HNNELS PREST ONRETE SE Mn/DOT DESIGN "H" STNDRD PLTE NO 4006L TYPE "" TOP VIEW LED " 36" MX 27" PIPE EXTENDS INTO STRUTURE 2" MIN 4" MX 3'4" DETILS TYPE "" STING SSEMLY FRME NEENH 3502 GRTE NEENH TYPE TYPE "D" STING SSEMLY FRME Mn/DOT 01 GRTE Mn/DOT 10 UR OX Mn/DOT 23 DJUST STING TO GRDE (SEE DETIL) MEL ROLL WTERPRO0FING MEMRNE HND PLED ONRETE IN NNULR SPE ND ROUND PIPE OPENING (INSIDE & OUTSIDE MH) 2" MIN GGREGTE FOUNDTION (INID) VRILE 4" ONE SETION " LED TYPE "" TOP VIEW 27" PIPE EXTENDS INTO STRUTURE 2" MIN 4" MX SEE NOTE ON HNNELS PREST ONRETE SE 5'2" Mn/DOT DESIGN "G" STNDRD PLTE NO 4006L HND PLED ONRETE IN NNULR SPE ND ROUND PIPE OPENING (INSIDE & OUTSIDE MH) " 41/4" 4" 43/4" EIGHT F301 RS (SEE DETIL) EQULLY SPED 2" LR TYP RP TRENH KFILL DETIL TOP VIEW 3' 6" 1" RD 2' 02' SUMP F302 SETION STOOL TYPE FRME (STING NO 731) F302 IRULR REINFOREMENT R, PPROX 2'" DI F303 21/2" TYP PROVIDE MSTI SEL ETWEEN ONRETE FRME ND STRUTURE 1" 2" TOP VIEW 2' " 1' 11" 1' " 1" SETION 11/2" STOOL TYPE GRTE (STING NO 731) PPROX WEIGHT 200 LS TYPE "" STING SSEMLY STNDRD PLTE NO 4143E NOTE: ONRETE FRME N E PREST OR ST IN PLE 4"± F301 11/4" TYP 11/2" REINFORED ONRETE FRME (FOR STING NO 731) PV OR HDPE TRENH KFILL DETIL 5"± Stm Sewer Details 5

6 G:\ENGR\DESIGNENTER\DETILS\Drawings\ROW Details 6/20/ :23 M SETION 624 UR DETIL SLOPE EXPNSION JOINT (TYP) EXPNSION JOINT (TYP) TOP UR FLOW LINE PLN VIEW TYPE "" SETION EXPNSION JOINT (TYP) PLN VIEW 624 MEL ROLL SELF DHERING WTERPROING MEMRNE ONRETE OLLR ONRETE OLLR SETION TYPE "" MOUNTLE UR & GUTTER ONSTRUTION T TH SIN 624 UR & GUTTER ONSTRUTION T TH SIN 0 EXPNSION JOINT (TYP) PLN VIEW 624 MIN 6" MIN 6" 01' 6" TYPE "" MOUNTLE UR DETIL Stm Sewer urb Details 6

7 PLN VIEW PLN VIEW TYPIL SNITRY SEWER SERVIE RISER DETIL (FOR SEWERS 12' OR MORE IN DEPTH) MINIMUM SEWER SERVIE GRDES 4" 200%, 6" 100%, " 050% 2' NHOR DETIL ESEMENT LINE FINISHED GRDE NOTES: 1 HEIGHT RISER SHLL E MESURED FROM INVERT TO TOP RISER G:\ENGR\DESIGNENTER\DETILS\Drawings\ROW Details 6/20/ :23 M 2 PYMENT FOR RISERS WILL E T THE UNIT PRIE ID ND SHLL INLUDE LL OSTS FOR MTERILS, EXVTION ND LOR PY QUNTITY SHLL E MESURED FROM TOP ENTER STREET 45 END TO TOP ENTER RISER END 3 SNITRY RISER MY E REQUIRED IF SNITRY SEWER IS 12' IN DEPTH OR MORE IF SNITRY SEWER IS LESS THN 12' IN DEPTH, NO RISER WILL E REQUIRED 4 RISERS MY E LOTED T THE MIN, FTER ROSSING GRDE ONFLIT (MINTIN 1" MIN SEPRTION), T THE PROPERTY LINE OR IN OMINTION LOTIONS TO E DETERMINED Y ENGINEER IN THE FIELD FRITED GSKETED PV INLINE WYE SH 40 PV SNITRY RISER LENGTH VRIES (SEE DETIL OVE) 45 END TYPIL SNITRY SEWER SERVIE DETIL 45 MIN SLOPE SH 40 PV (TYP) OR GRETER UNDISTURED GROUND EXISTING SNITRY SEWER SERVIE (DEPTH VRIES) 2' RER TPED TO RISER JUST ELOW FINISHED GRDE 4" PV RISER FRITED GSKETED PV INLINE WYE 45 END NOTE: 10" SEWER ITUMINOUS PVEMENT OR ONRETE PVEMENT OR ONRETE DRIVEWY OR ONRETE SIDEWLK 4" PV LEN OUT PYMENT FOR VLVE OX SHLL E INIDENTL TO THE LEN OUT ID ITEM PRILE VIEW VLVE OX FOR LEN OUT ND UR OX INSTLLTION IN PVEMENTS 10" WTER TYPIL SNITRY SEWER & WTER SERVIE DETIL UR OX STR PIPE PRODUTS STNDRD SLIP TYPE VLVE OX TOP OR PPROVED EQUL SETION TRENH DETIL SNITRY SEWER & WTER SERVIE SINGLE TRENH Water and Sewer Service Details 7

8 G:\ENGR\DESIGNENTER\DETILS\Drawings\ROW Details 6/20/ :23 M ROW VRIES VRIES VRIES 5' 3' 7' MIN NO UTILITIES GREEN SPE, 15' 1' 3' VRIES 15' 5' 1' VRIES WHEN NO UTILITY ESEMENT IS PRESENT UTILITY LOTION ONSTRUTION STNDRDS 3' MIN MIN MIN 35' MIN 3' MIN SIDEWLK POWER GS OMMUNITIONS FIER/TV/PHONE 7' MIN WTER MIN OVER 6' MIN SEWER OVER 35' MIN UTILITY ESEMENT VRIES SIDEWLK WHEN UTILITY ESEMENT IS VILLE PROPERTY LINE PROPERTY LINE Utility Location onstruction Standards

HOOK UP LAYOUT FOR HEAT GENERATION AND FUEL TANK SYSTEM

HOOK UP LAYOUT FOR HEAT GENERATION AND FUEL TANK SYSTEM HOOK UP LYOUT FOR HET GENERTION ND FUEL TNK SYSTEM DESRIPTION IRNIN PETROLEUM STNDRDS NO REVISION PERMITTED UNLESS PPROVED Y STNDRD ORGNIZTION OVER SHEET DRWING No. IPS-D-R-018 SHT 1 "(DN0) FILL FUEL OIL