R 3' - 0" 18" HDPE PARAPET WALL MOB SERVICE ENTRANCE REF. MOB MAIN ENTRANCE ROOF TOP SCREENING MOB MAIN WHITE PVC ROOF ENTRANCE 4' - 3"
|
|
- Bernadette Harmon
- 5 years ago
- Views:
Transcription
1 SIN 24' FIE LNE, ESS & UTILITY 7/30/ :50:24 M -1.0 SITE PLN 18, PESBYTEIN 1 SITE 1" = 20'-0" SNITY SEWE MNHLE IM = ' 18" (UT) ' (NE) 6" (IN) ' (SE) 18" (IN) ' (SW) 6" (IN) ' (NW) PJET BENHMK N. 2 X-UT N NETE UB ELEVTIN = ' 24' FIE 297, LNE, ESS & UTILITY VLUME SNITY SEWE 297 IHT--WY DEDITIN INSTUMENT NUMBE , D...T. SNITY SEWE 5450, PE 83, D...T. SNITY SEWE MNHLE IM = ' 18" (UT) ' (NE) 8" (IN) ' (SW) 15" (IN) ' (NW) BLE BX FUND 5/8" PPED IN D STMPED "PLS 5430" FUND TXDT MNUMENT STM MNHLE IM = ' 11' x 4' BX ULVET FL = ' PKIN PKIN FUND X-UT IN NETE 24' - 0" 24' FIELNE SNITY SEWE MNHLE IM = ' 18" (IN) ' (SW) 18" (UT) ' (SE) EXISTIN FIE HYDNT. 20' - 0" 14 ENLED DUMPSTE ENLSUE DETIL 9" MU SPLIT FE WLL T MTH BUILDIN BLLD SELF LTHIN MEHNISM PQUE DUBLE TE ENLSUE 12' - 6" DUMPSTE 18' - 0" 7' - 6" 19' - 5 1/2". 36' - 5 1/2". 19' - 5 1/2". 7' - 6" 5 10' WTE 10' - 0" 24' - 0" MB MIN ENTNE 5' IHT--WY DEDITIN 12"HDPE FUND TXDT MNUMENT HIZN D (F.M. D NUMBE 3097) VIBLE WIDTH IHT--WY VLUME 86, PE 98, D...T. 12"HDPE DIN LINE 6" SS LINE 1" I METE 2" DM WTE 6" FIE LINE 12"HDPE 7' - 6" 21' - 7". 39' -6 1/2". 48' - 0 1/2" 49' - 6 3/8" 21' - 7". 7' - 6" 8"HDPE 12"HDPE DIN LINE 12"HDPE 12'X65' LDIN E EQUIED EXISTIN SIN T BE ELTED EXISTIN UB T BE EMVED 8' - 0" 18' - 0" 10 VEHILE DP F NPY TSH 12' - 6" 25' - 0" VEHN TYP. MB MIN ENTNE MB SEVIE ENTNE MB SEVIE ENTNE 11, PESBYTEIN 10' LNDSPE BUFFE TNSFME ' - 5" ENET 24' FIELNE 24' FIE LNE, ESS & UTILITY IHT--WY DEDITIN INSTUMENT NUMBE D...T. EF. EXISTIN FIE HYDNT. 10' WTE DINE BUILDIN LINE SNITY SEWE MNHLE IM = ' 18" (IN) ' (NW) 15" (UT) ' (SE) 7' - 6" 21' - 7". 28' - 4 1/2". 14' /2". 36' - 5 1/2". 28' -11". 28' - 3 1/4". 21' - 7". 7' - 6" 4" UNDEUND WTE LINE SEVIIN THE FIE SPINKLE SYSTEM. LINE T TEMINTE 5' INSIDE ISE M ND 1' BVE FINISHED FL. 2' - 0" 6' - 0" 20' - 6" 6" FIE LNE PVEMENT SETIN TYP PSI NETE (MIN. 6.5 SK MIX) 4' - 4 5/8" S MIN ENTNE S FIE ISE M MED S M EME. ELE. M STEET ENTELINE 6' - 0" ELE. M 10' - 0" PPSED F 3" 5' - 0" 6" WHITE PV 6" PPET WLL TP SEENIN S STFF ENTNE MB SEVIE ENTNE S SEVIE ENTNE MB SEVIE ENTNE 4 10 MB MIN ENTNE MB MIN ENTNE 24' - 0" 18"HDPE VEED PKIN (5) 11' x 4' BX ULVET TYPIL PKIN STLLS 20' - 0" 18' - 0" ' - 0" 13 SNITY SEWE 20' - 0" 18" HDPE 10, PESBYTEIN 24' FIELNE 24' - 0" 10' LNDSPE BUFFE 8' - 0" 20' - 0" PKIN TBLE 10 6' - 0" 20' - 0" 24" EINFED NETE PIPE FL = ' 24"P 18' - 0" 9 9 NETE HEDWLL WITH 24" EINFED NETE PIPE FL = ' 12" P EXISTIN UB T BE EMVED -PKIN TI: 1 SPE/200 SQ. FT. STM MNHLE IM = ' 48" P FL = ' FUND TXDT MNUMENT NEW PPSED MNUMENT SIN -EQUIED PKIN: SF/200 = 100 SPES -EQUIED HNDIP: (PE TILE III, SETIN 5.4, FIUE 4): 4 SPES(INLUDIN 1 VN) -PVIDED PKIN: 100 SPES (INLUDIN 4 H..) BLE BX 6" LIVE K TEE 6" LIVE K TEE 6" LIVE K TEE 6" LIVE K TEE 6" LIVE K TEE 6" LIVE K TEE 6" LIVE K TEE SIN 6" LIVE K TEE NETE PVEMENT (HTHED) NETE UB & UTTE 24" UTED METL PIPE FL = ' UND LIHT (TYPIL) PJET BENHMK N. 1 X-UT N NETE INLET ELEVTIN = ' EXISTIN SIN T BE ELTED STM MNHLE IM = ' IHT--WY DEDITIN INSTUMENT NUMBE , D...T. 10, PESBYTEIN STEET ENTELINE SITE PLN LEEND N SITE SIDEWLK 5' - 6" W TYP. VEETTIN. EFE LNDSPE PLN. STM MNHLE IM = ' 11' x 4' BX ULVET FL = ' *UTMTI FIE SPINKLE SYSTEM T BE INSTLLED THUHUT ENEL SITE INFMTIN FUND TXDT MNUMENT PLN N -TTL /SITE E: 82,359 SQ.FT./ ES -PEIMETE DIMENSINS SITE: 1175' -BUILDIN SQUE FTE: 20,000 SQ.FT. -PEIMETE DIMENSINS LL BUILDINS:797' - 10" -DISTNE BETWEEN BUILDIN & PPETY LINES: NTH: 75' - 0"; EST: 95' - 5"; SUTH: 43' - 6"; WEST: 51' - 6" -BUILDIN SETBKS (PE PD-9): - FNT: 20' - 0"; SIDE: - 0"; E: 20' - 0" LNDSPE BUFFE SETBK: 10' - 0" N H, 63, 20, PESBYTEIN P... SE #: SP DTE EVISINS ockwall Medical Plaza SITE PLN FM3097 (HIZN D) 3, TX N 07/30/ Spine Team Texas, P
2 EVISINS SITE 7/21/2014 8:59:47 M L-1.0 LNDSPE/TEESPE PLN LEEND: EXISTIN TEE T EMIN LNDSPE TBULTINS: SE NUMBE: SP WNE: SPINE TEM TEXS, P MK HD 1460 MIN STEET, STE. 202 SUTHLKE, TX VIINITY MP SLE: N.T.S. ockwall Medical Plaza DTE FM3097 (HIZN D) 3, TX LNDSPE/TEESPE PLN L-1.0 Spine Team Texas, P
3 ENEL NTES: 1. Locate all utilities prior to digging. ontractor shall be responsible for all damage incurred by his/her work. 2. ontractor shall advise the wner of Landscape rchitect of any condition found on site which prohibits installation as shown on these plans. 3. If a discrepancy between drawings and plant schedule is found, the drawings shall take precedent over the plant schedule. 4. Plant material shall comply with all sizing and grading standards of the latest edition of 'merican Standard for Nursery Stock.' 5. ontractor shall stake out tree locations and bed configuration for approval by wner prior to installation. 6. Substitutions shall not be made without prior written authorization from the wner or Landscape rchitect. 7. ll disturbed areas not indicated as planting beds shall be sodded or seeded by ontractor to provide an established turf area. 8. ontractor shall remove reasonable amount of stones, dead roots, detritus and other undesirable material from existing soil. 9. If rocks are encountered, remove to a depth of 3" and add 3" of friable fertile topsoil to all sodded areas. ontractor to ensure that site is graded according to the Engineer's grading plan. NTES: 1. D NT HEVILY PUNE THE TEE T PLNTIN. PUNE NLY SSVE LIMBS, -DMINNT LEDES, ND BKEN DED BNHES. SME INTEI TWIS ND LTEL BNHES MY BE PUNED; HWEVE, D NT EMVE THE TEMINL BUDS BNHES THT EXTEND T THE EDE THE WN. 2. EH TEE MUST BE PLNTED SUH THT THE TUNK FLE IS VISIBLE T THE TP THE T BLL. TEES WHEE THE TUNK FLE IS NT VISIBLE SHLL BE EJETED. D NT VE THE TP THE T BLL WITH SIL. 3. EMVE LL TWINE, PE, WIE ND BULP FM TP HLF T BLL. 4. IF PLNT IS SHIPPED WITH WIE BSKET UND T BLL, UT THE WIE BSKET IN FU PLES ND FLD DWN 8" INT PLNTIN HLE. TEE PLNTIN DETIL SET TP T BLL 1" T 2" BVE FINISHED DE. (2") MULH LYE BVE PEPED SIL. MINTIN THE MULH WEED-FEE F MIN. THEE YES FTE PLNTIN. 3" HIH ETH SUE IN 5' DI. IN UND T BLL. TMP SIL UND T BLL BSE FIMLY WITH FT PESSUE S THT T BLL DESN'T SHIFT. PLE T BLL N UNEXVTED TMPED SIL. NT T SLE 1" MPST ND 2" MULH. BKFILL PIT WITH PEPED SIL PE ENEL NTES. B SHUB PLNTIN DETIL 3" HIH ETH SUE BEYND EDE T BLL. EXVTE PIT T WIDTH EQUL T 2.5 TIMES THE T BLL WIDTH. PLE T BLL N UNEXVTED TMPED SIL. SIFY SIDES PIT. NTT MY EXVTE LE PIT F MULTIPLE PLNTINS. EMVE T BLL FM NTINE ND SIFY. NT T SLE EVISINS 10. Lawn areas shall have 3" minimum friable topsoil and be treated with fertilizer applied at a rate of 20 pounds per 1,000 square feet. 11. Soil preparation for planting beds shall be as follows: - 3 of organic compost - 20 pounds of organic fertilizer / 1,000 sf of bed area - Till bed to a depth of 6 to 8 - heck soil acidity. Soil acidity should range from 5.0 to 7.0 ph. egulate if necessary. 7/21/2014 9:01:44 M L-1.1 LNDSPE NTES 12. ll plant beds shall be top dressed with a minimum 2" of shredded wood mulch. 13. Provide steel edge between all plant beds and lawn areas unless indicated differently on plans. 14. Tree planting pits shall be cleared of undesirable material and backfilled with prepared top soil. Place 1" of compost and 3" of shredded hardwood mulch on top of root ball. 15. The ontractor will be held liable for any damage caused to trees due to improper staking methods, including absence of staking throughout the warranty period. 16. Trees shall be planted at least 2,5 feet from any right-of-way line, curb, walk or fire hydrant, and outside all utility easements. 17. Trees shall be planted at least 8 feet from any public utility line where possible. In the event this is not possible, ontractor shall install a root barrier, per the detail(s) noted on this sheet. 18. Trees overhanging walks and parking areas shall have a clear trunk height of 7 feet from finish surface grade. 19. ontractor shall warranty plant material to remain alive and healthy for a period of one year after the final acceptance. ll plant material shall be maintained in a healthy condition in accordance with the season. Dead, damaged or destroyed plant material shall be replaced in kind within thirty days. Warranty shall not include damage for loss of plant material due to natural causes, acts of vandalism or negligence on the part of the owner. 20. Landscape areas shall be kept free of trash, litter and weeds. 21. n automatic irrigation system shall be provided to maintain all landscape areas. verspray on streets is prohibited. NTES: 1. D NT HEVILY PUNE THE TEE T PLNTIN. PUNE NLY SSVE LIMBS, -DMINNT LEDES, ND BKEN DED BNHES. SME INTEI TWIS ND LTEL BNHES MY BE PUNED; HWEVE, D NT EMVE THE TEMINL BUDS BNHES THT EXTEND T THE EDE THE WN. 2. EH TEE MUST BE PLNTED SUH THT THE TUNK FLE IS VISIBLE T THE TP THE T BLL. TEES WHEE THE TUNK FLE IS NT VISIBLE SHLL BE EJETED. D NT VE THE TP THE T BLL WITH SIL. 3. EMVE LL TWINE, PE, WIE ND BULP FM TP HLF T BLL. 4. IF PLNT IS SHIPPED WITH WIE BSKET UND T BLL, UT THE WIE BSKET IN FU PLES ND FLD DWN 8" INT PLNTIN HLE. MULTI-TUNK TEE PLNTIN DETIL SET TP T BLL 1" T 2" BVE FINISHED DE. (2") MULH LYE BVE PEPED SIL. MINTIN THE MULH WEED-FEE F MIN. THEE YES FTE PLNTIN. 3" HIH ETH SUE IN 5' DI. IN UND T BLL. WD STKE, THEE PE TEE, SPED EQULLY UND TEE. UY WIE SHLL LLW SME FLEXIBILITY TUNK. PTET TUNK FM UY WIE DME WITH UBBE VE. TMP SIL UND T BLL BSE FIMLY WITH FT PESSUE S THT T BLL DESN'T SHIFT. PLE T BLL N UNEXVTED TMPED SIL. NT T SLE PLNT LIST ND SPEIFITINS: SE NUMBE: SP ' D TEE PTETIN DETIL WNE: SPINE TEM TEXS, P MK HD 1460 MIN STEET, STE. 202 SUTHLKE, TX EXISTIN TEE(S) T EMIN. DIPLINE EXISTIN TEE (TYP) NTINUUS NYLN TIE STIN TIED T STKE TPS W/ 2' TUND WEIHT NE 3'.. 8' METL T-STKES: 8'.. MIN., DIVEN 2' INT UND T ( UTSIDE) TEE DIPLINE 4' MIN. HEIHT NE PLSTI FENIN INSTLLED PE MNF. EMMENDTINS (TYP). SUPPLEMENT W/ SILT FENE PUNIN TENH S EQ'D. EXISTIN DE T BE DISTUBED. T PUNIN TENH 12" UTSIDE FENE - SEE NTES. EXISTIN DE T EMIN. NTES: 1. PEFM T PUNIN N LL EXISTIN TEES T EMIN WHEE NSTUTIN TIVITY FLLS WITHIN DIP LINE EXISTIN TEES. 2. T PUNIN METHD: 2 MNTHS MIN. PI T EXVTIN & NSTUTIN TIVITIES, HND UT TS BY DIIN 18"-24" DEEP x 8" WIDE TENH LN THE UTSIDE PEIMETE EXISTIN TEE(S) DJENT T NSTUTIN ES. MXIMIZE PUNIN TENH DISTNE FM TUNK T THE FULLEST EXTENT PSSIBLE, W/ THE T PUNIN LINE THE EDE NSTUTIN LIMITS. NT T SLE ockwall Medical Plaza LNDSPE NTES DTE FM3097 (HIZN D) 3, TX L-1.1 Spine Team Texas, P
4
5 SEENIN F TP UNIT BEYND T.. HIH 126' - 0" T.. PPET HIH 122' - 0" SINE SINE SINE T.. PPET LW 118' - 0" T.. 117' - 0" B.. STUTUE 114' - 0" B.. EILIN 110' - 0" N FL PLN - VELL - 1/8" 100' - 0" EVISINS 1 North 1/8" = 1'-0" SEENIN F TP UNIT T.. HIH 126' - 0" SINE SINE T.. PPET HIH 122' - 0" T.. PPET LW 118' - 0" T.. 117' - 0" B.. STUTUE 114' - 0" B.. EILIN 110' - 0" FL PLN - VELL LEVEL - 1/8" ' - 0" 7/21/2014 4:22:52 PM -4.0 BUILDIN ELEVTINS 2 East 1/8" = 1'-0" 3 South 1/8" = 1'-0" 4 West 1/8" = 1'-0" SINE SEENIN F TP UNIT SEENIN F TP UNIT SINE T.. HIH 126' - 0" T.. PPET HIH 122' - 0" T.. PPET LW 118' - 0" T.. 117' - 0" B.. STUTUE 114' - 0" B.. EILIN 110' - 0" FL PLN - VELL LEVEL - 1/8" ' - 0" BUILDIN TIULTIN EQUIED: HIZNTL: - PJETIN FSET = 25%(17)=4.25'(MIN.5') -LENTH FSET = 25%(L)=VIES(MIN.) -DISTNE BETWEEN (L) = 3(17)=51' (MX.60') VETIL: HEIHT EXTENSIN=25%(17')=4.25'(MIN.5') -LENTH EXTENSIN = 25%(L)=VIES (MIN.) -DISTNE BETWEEN (L) = 3(17)=51' (MX.60') MTEILS LEEND NSTNE XL K PNEL HE BLEND SF 20.2% SMTH TEXTUED STU SF 29.1% "TEXS EM" SPLIT FE SF 8.2% "WHITE K" BUNISHED SF 42.5% T.. HIH 126' - 0" T.. PPET HIH 122' - 0" T.. PPET LW 118' - 0" T.. 117' - 0" B.. STUTUE 114' - 0" B.. EILIN 110' - 0" FL PLN - VELL LEVEL - 1/8" ' - 0" PVIDED: HIZNTL: - PJETIN FSET =MX 5' (VIES) -LENTH FSET =VIES -DISTNE BETWEEN (L) = VIES; MX LENTH= 49' - 8 1/8" VETIL: HEIHT EXTENSIN=MX 5' (VIES) -LENTH EXTENSIN = VIES -DISTNE BETWEEN (L) = VIES; MX LENTH = 48' - 8 1/8" SE #: SP ockwall Medical Plaza DTE FM3097 (HIZN D) 3, TX BUILDIN ELEVTINS -4.0 Spine Team Texas, P
6 N EVISINS 7/21/2014 4:22:34 PM -2.0 BUILDIN PESPETIVES - NE/NW NTHEST PESPETIVE NTHWEST PESPETIVE MTEILS LEEND NSTNE XL K PNEL HE BLEND SF 20.2% SMTH TEXTUED STU SF 29.1% "TEXS EM" SPLIT FE SF 8.2% ockwall Medical Plaza "WHITE K" BUNISHED SF 42.5% DTE SE #: SP FM3097 (HIZN D) 3, TX BUILDIN PESPETIVES - NE/NW -2.0 Spine Team Texas, P
7 N EVISINS 7/21/2014 4:22:37 PM -2.1 BUILDIN PESPETIVES - SE/SW SUTHEST PESPETIVE SUTHWEST PESPETIVE MTEILS LEEND NSTNE XL K PNEL HE BLEND SF 20.2% SMTH TEXTUED STU SF 29.1% "TEXS EM" SPLIT FE SF 8.2% ockwall Medical Plaza "WHITE K" BUNISHED SF 42.5% DTE SE #: SP FM3097 (HIZN D) 3, TX BUILDIN PESPETIVES - SE/SW -2.1 Spine Team Texas, P
8
9 N EVISINS NSTNE XL K PNEL HE BLEND SMTH TEXTUED STU 7/21/2014 2:03:29 PM -3.0 MTEILS PLETTE & SITE NTEXT "TEXS EM" SPLITFE EXISTIN SITE NTEXT "WHITE K" BUNISHED SE #: SP ockwall Medical Plaza DTE FM3097 (HIZN D) 3, TX MTEILS PLETTE & SITE NTEXT -3.0 Spine Team Texas, P
PARK HILL HIGH SCHOOL TURF FIELD IMPROVEMENTS
PK HILL HIGH SCHOOL TUF FIELD IMPOVEMENTS 8150 N CONGESS VENUE, KNSS CITY, MO 64152 7701 NW BY OD PK HILL HIGH SCHOOL I ON NG L E TUF FIELD IMPOVEMENTS OVELL SITE PLN FE IN P O O SS MI S S EE TE I U ST
More informationAPPENDIX C SANITARY SEWER PEAK DESIGN FACTOR
PPENDIX C SNITRY SEWER PEK DESIGN FCTOR ll gravity sewers will be designed to accommodate the peak flow from the contributing drainage area. The peak flow will be computed using the appropriate peaking
More informationEXHIBT A - BID FORM SUNSET VALLEY GOLF COURSE. Golf Course Master Plan Implementation. Date: December 1, 2016
EXHIBT A - BID FORM SUNSET VALLEY GOLF COURSE I. CONTRACTOR MOBILIZATION Golf Course Master Plan Implementation Date: December 1, 2016 Includes the contractor mobilizing on-site with equipment, materials
More informationTYPICAL CARRIAGEWAY SCALE - A3 SIZE
EXISNG SURFE LEVEL SURFE LEVEL m TYPIL. UP TO.m DEPENDENT ON WETHERING DEPTH OF PKIRI FORMON m TYPIL. UP TO 5.m DEPENDENT ON WETHERING DEPTH OF PKIRI FORMON TYPIL UT SEON REFER TO DEL R TYPIL FILL SEON
More information* SEE ANCHOR SCHEDULE SHEET 7
"-20 MLE PNELMTE W/ WINGNUT -1/2" O.C. "-20 X 1/2" MCHINE OLT & NUT -1/2" O.C 04/0/15 JH UPDTE TO 5TH EDITION (2014) FC 8/14/1 Y DTE SPCING ERROR OR MSONRY POWERS CLK-IN W/ "-20 SIDEWLK OLT -1/2" O.C.
More informationREQUEST FOR COMMENTS
REQUEST FOR COMMENTS NEW UNIFORM STNDRD DRWING NUMER 217.S2, "RESIDENTIL CUR ND GUTTER R-TYPE"; MODIFICTIONS TO STNDRD DRWING NUMERS 223, 224, 226.S1, ND 227.S1 The Specifications Subcommittee of the Regional
More informationASTM A182 STAINLESS HIGH PRESSURE FITTINGS INDEX
STM 182 STINLESS HIH PRESSURE FITTINS INEX 90 ELOW / ROSS / TEE / 45 ELOW - SOKET 46 OUPLIN / HLF OUPLIN / P - SOKET 47 90 ELOW / ROSS / TEE / 45 ELOW - THREE 48 OUPLIN / HLF OUPLIN / P - THREE 49 REUIN
More informationIn any right-angle triangle the side opposite to the right angle is called the Label the Hypotenuse in each diagram above.
9 Ademi Mth Dte: Pythgoren Theorem RIGHT ANGLE TRIANGLE - A right tringle is tringle with one 90 0 ngle. For exmple: In ny right-ngle tringle the side opposite to the right ngle is lled the Lbel the Hypotenuse
More informationSENIOR ASSISTED LIVING FACILITY BASE LINE, HIGHLAND, CA
UNIT INTERIOR DMIN./OFFIE UNIT INTERIOR 4 - FOOT LERNE LERNE PROJET SUMMRY RGYLE UHNN 13TH WLKER WRM REEK RDEN SUJET SITE VITORI SENIOR SSISTED LIVING FILITY SE LINE, HIGHLND, TOTL RE UILDING RE: 1st FLOOR
More information2010 STANDARD SPECIFICATIONS STANDARD DRAWINGS
CITY OF REDMOND, OREGON 2010 STANDARD SPECIFICATIONS STANDARD DRAWINGS TABLE OF CONTENTS SECTION 1 TRENCHES TITLE 1-1 Utility Trench 1-2 Water Line & Sewer Line Separation 1-3 RR X-ING Single/Joint Use
More information6 TRIGONOMETRY TASK 6.1 TASK 6.2. hypotenuse. opposite. adjacent. opposite. hypotenuse 34. adjacent. opposite. a f
1 6 TIGONOMETY TK 6.1 In eh tringle elow, note the ngle given nd stte whether the identified side is in the orret position or not. 1. 4. opposite 41 2. djent 3. 58 63 djent 32 hypotenuse 5. 68 djent 6.
More informationUNIFORM STANDARD DRAWINGS CLARK COUNTY AREA, NEVADA YEAR 2016 REVISIONS
, NEVD YER 2016 REVISIONS DWG NO. TITLE ND REVISIONS SUMMRY EFFECTIVE DTE 223.1 Residential Driveway without djacent Sidewalk 7/1/2016 New Drawing to allow flexibility in Roadway Design. 234.1 Typical
More informationSHEET INDEX: TITLE SHEET T.101 BOUNDARY/ TOPOGRAPHIC/ TREE SURVEY PRELIMINARY SITE PLAN LANDSCAPE PLAN SP.101 SP.102 LS-1
biddison a r c h i t e c t u r e + d e s i g n PROPOSED FOR: 20 Martin Street Suite 10 Birmingham, Michigan 48009 Contact Person: Kevin Biddison e.mail: kb@biddison-ad.com PROJECT LOCATION: 5001 AND 5075
More informationJOHNSTON COUNTY DEPARTMENT OF UTILITIES DUCHESS DOWNS FORCE MAIN IMPROVMENTS OCTOBER 2017
DEPRTMENT OF UTILITIES FORE MIN IMPROVMENTS OTOER 2017 Owner: Johnston ounty ORD OF OMMISSIRS Jeffrey P. arver - hairman Ted G. Godwin - Vice hairman ookie Pope llen L. Mims, Jr. had M. Stewart Keith ranch
More information16" SS CABLE TEE POST 1) STAINLESS STEEL* (STANDARD) *ALL SS IS #6 SATIN FINISH (#8 MIRROR FINISH UPON REQUEST) 2) PVD COATING
RILING OPTIONS ) Ø 2" or 2" SS* 2) Ø 2" WOOD CHERRY RED OK WHITE OK MPLE 3) Ø 2" LED iril 6" SS CBLE 4" MX 3'6" TEE POST ) STINLESS STEEL* (STNDRD) *LL SS IS #6 STIN FINISH (#8 MIRROR FINISH UPON REQUEST)
More information8'-11" 76'-4" 28'-3" 43'-9" A306 27'-7" 28'-10" 28'-10" 28'-10" 10'-11" 26'-8" 6'-0" 9'-8" LOW WALL / RETENTION ASSEMBLY, SEE CIVIL 27'-6" 8'-11"
9'-8" 7'-9" 0'-4" 8'-" 76'-4" 8'-3" 43'-9" 6'-0" 306 7'-7" 8'-0" 8'-0" 8'-0" 0'-" 6'-8" 6'-0" 9'-8" 3 4 5 6 7 8 9 0 P/I/P CONC. ELEV. HOISTWY, SEE STRUCT. 7'-4" 6'-4" 9'-8" WEST LOY WEST STIR 3 WEST ELEV.
More informationLightweight Roof Tiles Designed for Life. unique high performance shingles. Product Guide & Price List
Lightweight Roof Tiles Designed for Life unique high performance shingles Product Guide & Price List Introducing the ExtraLight roof tiling system, a new and unique high performance textured tile. The
More informationCity of Rio Rancho Department of Public Works
P -E L P -C L P -H L C P -B L C MULTIPLE CHNNELS ORIENTTION MULTIPLE CHNNELS ORIENTTION 2 MULTIPLE CHNNELS ORIENTTION 1 P -B L P -E L P L -C P L -H P - L B B SINGLE CHNNEL ORIENTTION SINGLE CHNNEL ORIENTTION
More informationMISSISSIPPI RIVER SPILLWAY PLAN (2013 FLOOD RECOVERY) MISSISSIPPI RIVER SPILLWAY PROFILE (2013 FLOOD RECOVERY) C-200 PROJECT BOUNDARY
c:\pw_working\mvr\b5eddlh\d032060\_-200xxx.dgn $TE$ 5E 9:6:5 M N 37+00 372+00 373+00 37+00 PO N 3397.37 E 23639.0 535.90 537.6 535.8 535.27 535.2 535.07 H:V 50H:V 375+00 5H:V 376+00 5H:V H:V 3H:V PROJET
More information10mm SHOWER PANEL SIZES 1000 & 1200 SIZES 500, 600, 700, 800 & 900 SIZES 1000 & 1200 OPTION 1 - PAGES 2-4 OPTION 2 - PAGES 2-5 OPTION 3 - PAGES 6-7
SHOWER PANEL 785 / Issue / 5 SIZES 5, 6, 7, 8 & 9 SIZES & SIZES & OPTION - PAGES - OPTION - PAGES - 5 OPTION 3 - PAGES 6-7 Plese red these instrutions refully nd keep for future referene. Inorret fitting
More informationLECTURE 5 PRECEDENCE DIAGRAMING METHOD: LINK RELATIONSHIP
LECTURE 5 PRECEDENCE DIAGRAMING METHOD: LINK RELATIONSHIP OUTLINE LECTURE 5 REVIEW LECTURE 4 INTRODUCTION THE FOUR TYPES OF RELATIONSHIPS PROBLEM FOR FINDING THE CRITICAL PATH AND CRITICAL TIME EXERCISE
More informationEUROFLO CULVERT PIPE. Fittings / Pipes
EUROFLO CULVERT PIPE Fittings / Pipes F EUROFLO FITTINGS RUBBERS SIZE CODE COMMENT 160 OD 200 OD 250 OD 315 OD 400 OD 500 OD 630 OD 800 OD 1000 OD 1200 OD 1550 OD 1750 OD 1950 OD 520-160-RBR 520-200-RBR
More informationBentgrass sod to damaged areas from April 29-May 7, #1 Fairway Irrigation Pond Culvert Drainage. July 29-30, 2014
Bentgrass sod to damaged areas from 2013 April 29-May 7, 2014 Stripped bare areas and transported 800 ft2 from nursery green to holes #9/2/3/5 and 12. #1 Fairway Irrigation Pond Culvert Drainage July 29-30,
More information* LANDING ROLLED CURB SIDEWALK RAMP TYPE R (ROLLED SIDES) * LANDING ** RAMP FULL CURB HEIGHT MAY BE REDUCED TO ACCOMMODATE MAXIMUM SIDE FLARE SLOPE
* MXIMUM LNDING IS 2.0% IN ECH DIRECTION OF TRVEL. LNDING MINIMUM DIMENSIONS 5' x 5'. ** MXIMUM RMP CROSS IS 2.0%, RUNNING 5% - 7% (8.3% MXIMUM). "NON-WLKING" RE * LNDING 24" CROSS FULL WIDTH PERMNENT
More information6900 Professional Parkway East, Sarasota, FL Phone Fax Certificate of Authorization #43 FL Lic.
6900 Professional Parkway East, Sarasota, FL 34240 Phone 941-907-6900 Fax 941-907-6910 Certificate of Authorization #43 FL Lic. # LC-C000170 www.stantec.com PLANT SCHEDULE NOTE: THIS PLANT
More informationSR 44 from US 441 / SR 500 to SR 44 / Orange Ave.
SR 44 from US 441 / SR 500 to SR 44 / Orange Ave. Financial Project ID: 409870-1-52-01 LAKE COUNTY DESIGN ALTERNATIVE STUDY FOR MULTI-USE PATH Prepared for: FLORIDA DEPARTMENT OF TRANSPORTATION District
More informationVICINITY MAP LONE TREE SELF STORAGE PARK MEADOWS FILING NO. 2, 21ST AMENDMENT, LOT 14E5A-3 WESTBROOK SPORTS AND ENTERTAINMENT DISTRICT PLANNED DEVELOP
VICINITY MAP PARK MEADOWS FILING NO. 2, 21ST AMENDMENT, LOT 14E5A-3 WESTBROOK SPORTS AND ENTERTAINMENT DISTRICT PLANNED DEVELOPMENT PLANNING AREA 7A 2.827 ACRES SIP #16-33 ITEM GROSS SITE AREA % OF GROSS
More informationTHIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER
More informationTDM on the Web. How To Use TDM On The Web. Below is information and instructions for using the scheduling modules in TDM
TDM n the Web Fr 2014 turnaments, Turnament Directrs will nly be able t run turnaments using TDM n the web. As lng as there is an internet cnnectin, ne can access TDM n the web. Please nte that TDM n the
More informationThe Spartan Cap Athletic Field System
The Spartan Cap Athletic Field System A.R. Kowalewski 1, J.R. Crum 2 and J.N. Rogers, III 2 1 Abraham Baldwin Agricultural College, Environmental Horticulture, Tifton, GA 2 Michigan State University, Crop
More information4.7 Landscape Provisions.
4.7. A. Intent. Landscaping of required Yards and required Bufferyards is an essential element of the design of a site with respect to promoting the public health, safety, comfort, convenience and general
More informationNEW INTERLOCKING BLOCK RETAINING WALL, TYP. 7' - 0" 4' - 0" CRUSHED ROCK, TYP. 3' - 0" 8' - 0" 2' - 0" 3' - 0" 6' - 0" 24' - 0" 1% MIN.
' - 0" ' - 0" 6' - " ' - 8" 6' - 0" ' - 5" ' - 0" ' - " 6' - 7/" ' - /" ' - 0" RUSHE ROK, TYP. ' - 0" NEW INTERLOKING LOK RETINING WLL, TYP. ' - 0" LIMIT OF ITION OVE ' - " ON. SL ON. WLL - SEE STRUTURL
More informationSAFE WALKS PROGRAM FREQUENTLY ASKED QUESTIONS
SAFE WALKS PROGRAM FREQUENTLY ASKED QUESTIONS Why does the City have a Safe Walks Program? The Safe Walks program was initiated in 2006 at the request of City Council in order to address the increasing
More informationEUROFLO CULVERT PIPE. Fittings / Pipes
EUROFLO CULVERT PIPE Fittings / Pipes F EUROFLO FITTINGS RUBBERS SIZE CODE COMMENT 250 OD 315 OD 400 OD 500 OD 630 OD 800 OD 1000 OD 1200 OD 520-250-RBR 520-315-RBR 520-400-RBR 520-500-RBR 520-630-RBR
More informationCITY OF ANN ARBOR ENGINEERING RIVERVIEW DRIVE SANITARY SEWER AND WATER MAIN EXTENSION PROJECT. ITB No. 4555, FILE No WARREN STEIN BARTON
APLE - - CAPENTE DWS FOUNDED 1824 NOTES Know what's below. ABO ENGINEEING I CH INCOPOATED 1851 I GAN IVEVIEW DIVE SANITAY SEWE AND WATE AIN EXTENSION POJECT Sheet List Table Sheet Number 1 COVE Sheet Title
More informationSTELLENBOSCH GOLF CLUB COURSE REPORT SEPTEMBER 2014
STELLENBOSCH GOLF CLUB COURSE REPORT SEPTEMBER 2014 General: Spring is here and with it everything on the course has started to grow again and the course in general has picked up. The playing surfaces
More informationRETAIL PRICE LIST 2017
Topsoil / Garden Mix / Peat Moss / Compost / Manure 5 Gal Pail 1 Yard 1 Yard 2 Yards 3 Yards 4 Yards 5 Yards 6 Yards 7 Yards 8 Yards 9 Yards 10 Yards 11 Yards 12 Yards Premium Screened Topsoil 2.00 23.50
More informationHD CONDUIT MIN. 10% FALL CHAMBER MONITORING SYSTEM HD CONDUIT REFER NOTE 13 SECTION C-C DETAILS OF BENCHING
FLOT SWITH DN50 upv PRESSURE FOR SENSOR TUING ( OVER) REFER TO 4 ND FLOT SWITH (50%) DN80 upv SUTION (600 OVER) GRVITY SEWER MINS FLL TOWRDS SUMP REFER TO NOTE 9 PLN (OVERS REMOVED) SLIDE GTE VLVE ± HMER
More informationWATER AUDITS of LAWN BOWLING GREENS and CROQUET COURTS. Richard A. Sanger, CLIA, CIC, CID ABSTRACT
WATER AUDITS of LAWN BOWLING GREENS and CROQUET COURTS Richard A. Sanger, CLIA, CIC, CID ABSTRACT Lawn Bowling Greens and Croquet Courts are unique when it comes to designing an efficient irrigations system.
More informationCITY OF ROSEVILLE DESIGN STANDARDS
CITY OF ROSEVILLE DESIGN STANDARDS Section 1 Purpose and Definitions 1-1 Purpose PD 1 1-2 Design Practice PD 1 1-3 Definitions PD 1 Section 2 General Requirements 2-1 Plans by an Appropriate Engineer GR
More informationCITY OF ROSEVILLE DESIGN AND CONSTRUCTION DETAILS
CITY OF ROSEVILLE DESIGN AND CONSTRUCTION DETAILS Trench Backfill Utility Trench Paving Backfill and Embedment TB 1 HDPE, SRHDPE & PVC Storm Drain Pipe Only (Nonrigid) Bedding and Backfill TB2 Deep Cut
More informationConsult with manufacturers concerning permeation of the pipe walls, jointing materials, valve seats, etc.
Design Manual Chapter 4 - Water Mains 4C - Facility Design 4C-1 Facility Design A. General Water mains and appurtenances, including hydrants and valves, should be provided along all streets including connections
More informationHow to set your saddle height in under 23 minutes without the guesswork
Hw t set yur saddle height in under 23 minutes withut the guesswrk Have yu ever wndered if yur saddle was the right height but didn t knw hw t check? This guide will help yu check and adjust yur saddle
More informationGeotextile Catalog. Page(s) Typar Geotextile Fabrics... 2 Typar Landscape Fabrics... 3 Typar Turf Blankets... 4 Poly Pro & Armor Mesh Covers...
Page 1 Geotextile Catalog Page(s) Typar Geotextile Fabrics... 2 Typar Landscape Fabrics... 3 Typar Turf Blankets... 4 Poly Pro & Armor Mesh Covers... 5 Typar Geotextile Fabrics Page 2 TYPAR GEOTEXTILE
More information1.3 Pedestrian Environments
SECTION 1: COMMERCIAL DEVELOPMENT 1.3 Pedestrian Environments Design Principle The quality of the pedestrian environment often defines the overall success of a commercial project. Attention to the development
More informationSIX CYLINDER RADIAL STEAM ENGINE WITH SLIDE VALVES GENERAL ARRANGEMENT IF NOT STATED ALL CHAMFERS ARE 0.2mmx45
/// IF IN DOUBT SK REMOVE LL BURRS ND SHRP EDGES 0 QTY. PRT NUMBER 0-BSE 0-BSE PLTE 0-SPCER PLTE -SIDE PLTE -SIDE PLTE -CRNK SHFT BERING 0-FLYWHEEL INNER 0-FLYWHEEL HUB -FLYWHEEL HUB PINS -CRNK SHFT -CRNK
More informationInstallation of Nylon Putting NP50
Installation of Nylon Putting NP50 1. Layout of Green and Existing Ground Preparation Step 1: Determine the size and shape of your green as well as any chipping stations and/or sand traps. Step 2: Measure
More informationTHINK SAFETY - WORK SAFELY
- Plot Date: Friday, July 06, 2012 @ 1:52:0 PM Last Saved: Friday, July 06, 2012 @ 1:13:03 PM Last Saved By: Garcia, Felipe File Path: C:\Users\garciafe\documents\S\first Coast Oncology\first Coast Oncology_drawings\FIRST
More informationAPCF1 Model Tripod.
APCF1 Mdel Tripd www.ravellipht.cm Prduct Overview The Ravelli APCF1 is a Prfessinal Quality Carbn Fiber Tripd prviding a slid base fr high-end phtgraphic equipment. This mdel is a mix f carbn fiber and
More informationCLEANING, INSPECTION, AND TESTING OF SEWERS
CLEANING, INSPECTION, AND TESTING OF SEWERS PART 1 - GENERAL 1.01 SECTION INCLUDES A. Cleaning, Inspecting, and Testing Sanitary Sewers B. Cleaning, Inspecting, and Testing Storm Sewers C. Cleaning and
More informationHUMBER NURSERIES LIMITED 8386 Hwy. 50, Brampton, Ontario, L6T 0A5 Tel: (TREE) or Fax:
Retail List HGR413-16 EFFECTIVE APRIL 2016 NATURAL STONE A minimum delivery charge of $95.00 applies for orders of one skid, with an additional charge of $25.00 applied for each additional skid ordered
More informationAluminum Sheeting Guide (ASG)
Tabulated Data Aluminum Sheeting Guide (ASG) February 2016 Copyright, U.S.A.,Griswold Machine & Eng., 2016 594 Mendon Road, Union City, MI 49094 (800) 248 2054 Fax: (517) 741 7483 CAUTION EXCAVATION PROCEDURES
More informationShooters Handbook ALABAMA STATE COMPETITION. June 15, 2013 Woodville, Alabama
Shters Handbk ALABAMA STATE COMPETITION June 15, 2013 Wdville, Alabama Welcme t, Cavern Cve Rimfire The Sutheast s PREMIER RIMFIRE ACTION SHOOTING FACILITY Hme f the 2 Gun Rimfire Challenge 1 St Saturday
More informationSUMMARY OF TRAFFIC CONTROL GUIDELINES FOR MAJOR INCIDENT RESPONSE SUMMARY REPORT 410-S(S) FROM
SUMMARY OF TRAFFIC CONTROL GUIDELINES FOR MAJOR INCIDENT RESPONSE SUMMARY REPORT 410-S(S) FROM Guidelines for Utilization of Police Officers In Traffic Control and Enforcement on Urban Freeways Research
More informationLEGAL DESCRIPTION PARCEL 5, L.T.C. RANCH, P.U.D No. 1, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 40, PAGE 1, OF THE PUBLIC RECORDS, OF ST. LUCIE COUNTY, FLORIDA. THIS DOCUMENT, TOGETHER WITH
More informationFire-Safety Analysis Timber. FRILO Software GmbH As of 29/06/2016
Fie-Safety nalysis Timbe FRILO Softwae GmbH www.filo.com info@filo.com s of 29/06/2016 Fie-Safety nalysis Timbe Fie-Safety nalysis Timbe This documentation efes to the fie safety veifications used in
More informationKansas Department of Transportation. Tabulation of Bids
Page 1 of 17 SECTION: 1 COMMON ITEMS 1 025323 MOBILIZATION 2 070626 MOBILIZATION (DBE) 3 020100 CONTRACTOR CONSTRUCTION STAKING 4 025600 FIELD OFFICE AND LABORATORY (TYPE A) 5 071554 CONCRETE FOR SEAL
More informationThis document contains voter and poll worker educational material for overvotes and double-votes.
This document contins ote nd poll woke eductionl mteil fo oeotes nd double-otes. The fomt, illusttion style, nd lnguge e bsed on the mteils in the double-ote consent decee. Infomtion bout oe-oting is bsed
More informationPORT ST. LUCIE UTILITY SYSTEMS DEPARTMENT FLUSHING REPORT
FLUSHING REPORT Project Name: : of Record: Date of Inspection: Date Gallons Minutes Gallons Location of Test Per Minute Flushed Flushed Number of pigs used:. Total Gallons Flushed Number of pigs retreived:.
More informationApply the Law of Sines. You solved right triangles. You will solve triangles that have no right angle.
13.5 pply te Lw of Sines TEKS.1,.4, 2.4.; P.3.E efore Now You solved rigt tringles. You will solve tringles tt ve no rigt ngle. Wy? So you n find te distne etween frwy ojets, s in Ex. 44. Key Voulry lw
More informationS TREET (TO DADE ) BE IMPROVED. 96.3' - -, I I i---- , so. a - - r- - r - so. o, LOT 1 LOT 2 POND T.O.B (() I 100.0' I I LOT 3 !
- F - r-=-::--;;m11s.. THTHESE DRAWNGS CONSTRUCTON OTE: TD SOllE BE CONS DETAllS TYPCAL DH PlANS. AND NLY - NTT FOR PERMT OR El NOT BE R :tt eecce lll""' FAMLAR,_ EASBLJTY O.,."',_"'.,.. "' CTRONA DRVE
More informationPrice Guide 2013 Hours: Monday-Friday 7:30 a.m. - 4:30 p.m.
Screened Topsoil: Delivered $23.00/cu.yd. $13.50/cu.yd. + Delivery Mixed Soil (50% organic compost & 50% topsoil): Cubic Yard + Delivery Organic Compost: Cubic Yard Mushroom Compost 9207 Old Staples Mill
More informationMATHEMATICAL PRACTICES In the Solve It, you used what you know about triangles to find missing lengths. Key Concept Law of Sines
8-5 -20-5 Lw of Sines ontent Stndrds G.SRT.11 Understnd nd ppl the Lw of Sines... to find unknown mesurements in right nd non-right tringles... lso G.SRT.10 Ojetives To ppl the Lw of Sines 66 ft 35 135
More informationPLAN - TYPICAL WETLAND NOT TO SCALE SECTION - TYPICAL WETLAND NOT TO SCALE
INTERNL SIDE SLOPES TO E NO STEEPER THN 9 HORIZONTL TO 1 VERTICL SPILLWY INLET PIPE CONVEYING SH3 RUNOFF OUTLET FOR STREM OUTLET STRUCTURE ROCK PRON MINTENNCE CCESS EMNKMENT PERMELE ROCK FOREY UND WETLND
More informationAuditor Name: Certifying Organization: Audit Location:
Instructions Certifying Organization: Audit Location: 1 The irrigation audit must be conducted as part of a QWEL workshop or independently supervised by a QWEL certified professional. Calculations must
More informationCity of Rockwall PD-74 PD-80 PD-70 SF-16. Feet
520 780 Feet 1,040 P2016-010- DDL FF T TT NOTH LU PLIMINY NPLT - LOCTION MP = TB PL CLM CT VIT VIW 130 260 PLNT VIW MB KNOLL WILDBI NOH CT COUNTY IDG COLBY BLUFF JOHN KING WOODD PD-80 JOHN KING PD-74 FM
More informationSWIMMING POOL, SPA, & HOT TUB GUIDELINES
SWIMMING POOL, SPA, & HOT TUB GUIDELINES A. Adopted construction codes and installation requirements 1. 2015 edition of the International Residential Code and Appendix Q, 2. 2014 edition of the National
More informationAPPENDIX E Activity Defect Assignment
APPENDIX E Activity Defect Assignment Activity Defect Pct Applicable 2010-ML - SHALLOW PATCHING (STN - 2010-TL - SHALLOW PATCHING (STN - 2020-ML - DEEP PATCHING (STN - 2020-TL - DEEP PATCHING (STN - 2030-ML
More informationResearchers propose a cost effective solution for failing native soil athletic fields across Michigan.
Sand Cap Build-up Systems for Michigan High School Fields A.R. Kowalewski, J.R. Crum and J.N. Rogers, III Department of Crop and Soil Sciences Michigan State University January 2008 Researchers propose
More informationBID SUMMARY SHEET. S. Brothers Inc. CONTRACTOR'S NAME CONTRACT QUANTITY & UNIT UNIT PRICE AMOUNT
CONTRACT. 13-31-01 : TALMADGE ROAD RESURFACING Fischer Contracting Inc. Z Brothers Concrete Contractors Inc. S. Brothers Inc. 10 Short Hills Ln 304 Jernee Mill Rd P.O. Box 317 Scotch Plains, NJ 07076 Sayreville,
More informationL C E C.P. #2. BASIS OF BEARINGS: Texas Coordinate System of 1983 (NAD83), North Central Zone (4202) as tied to GEOSHACK VRS SYSTEM.
L C E L C E T.B.M. #4 T.B.M. #3 C.P. #2 BASIS OF BEARINGS: Texas Coordinate System of 1983 (NAD83), North Central Zone (4202) as tied to GEOSHACK VRS SYSTEM. CONTROL (C.P.): EXCEPT FOR CONTROL POINT No.
More informationMAINTENANCE STANDARDS. FOR PABLO BAY (Version - May 19, 2008)
MAINTENANCE STANDARDS FOR PABLO BAY (Version - May 19, 2008) Part I: INTRODUCTION Pursuant to the DECLARATION OF COVENANTS, CONDITIONS, RESTRICTIONS, AND EASEMENTS FOR PABLO BAY, Section III (Owner s Rights
More informationJacksonville. Lake City. St Augustine. Ocala Daytona Beach. Leesburg. Orlando. Cape Canaveral. Lakeland Tampa Clearwater Bartow St Petersburg
Florida Design and Installation Manual for Infiltrator Chambers in Florida Crestview Marianna Pensacola Panama City Tallahassee Perry Lake City Jacksonville St Augustine Gainesville Ocala Daytona Beach
More informationW DR NE. Ranchlands Phase 3A2 Plan
W DR NE hlands Phase 3A2 Plan 756 City of Medicine Hat Land & Properties Department Ph (43) 529-88 Fax (43) 52-855 land_properties@medicinehat.ca www.medicinehat.ca February 2, 2 Lot number Block number
More informationROAD OCCUPANCY PERMIT APPLICATION # Damascus Township, 60 Conklin Hill Road, Damascus, PA Tel Fax
Instructions: For a driveway access permit, fill in sections 1, 2, 3 and 4, and the appropriate drawings and sign. For a Utility access, fill in sections 1, 2, 3 and 5, and figures 1 and 3. Prepare a detailed
More informationWorkfashion articles Sample catalogue
Workfashion articles Sample catalogue Page 1 Company profile YKK is world-wide the largest developer and manufacturer of zippers. Our assortment covers outstanding technical and fashionable solutions within
More informationREGIONAL CATALOG: NORTH & SOUTH CAROLINA
REGIONAL CATALOG: NORTH & SOUTH CAROLINA Thank you for your interest in US Foundry Products. This Regional Catalog has been developed to show the most commonly used and specified Municipal Castings for
More informationLoneStar Fiberglass Pools. Do-It-Yourself. Installation Manual
LoneStar Fiberglass Pools Do-It-Yourself Installation Manual Chris 1/3/2008 Do-It-Yourself The installation of a LoneStar Fiberglass pool is a much simpler task than most people think. What is important
More informationHygienic Process Sample PIP PHCM0004 Hygienic Valve Commodity Codes Designator System
Hygienic Process Sample PIP PHCM0004 Hygienic Valve Commodity Codes Designator System PURPOSE AND USE OF PROCESS INDUSTRY PRACTICES In an effort to minimize the cost of process industry facilities, this
More informationPermit and Inspection Requirements for Swimming Pools
Permit and Inspection Requirements for Swimming Pools Building Inspection Office (817) 503.1030 City of Colleyville 100 Main Street Colleyville, TX 76034 Inspection Request Line (817) 503.1172 Building
More informationPressure Compensating (PC) Spray Stakes
N E T A F I M U S A Pressure Compensating (PC) Spray Stakes Automated Watering Systems for Large Container Production Improve Plant Quality and Conserve Resources 1 or More Good Reasons to Choose Netafim
More informationGENERAL LEGEND 12"CMP
PLANS FOR X-REFS: west branch_ci FILE PATH: Z:\WEST BRANCH 36863 SIDEWALK IMPROVEMENTS 212 - SRTS - OLIPHANT\DRAWINGS\_PRODUCTION DRAWINGS\A.1 COVER PLOTTED: Monday, July 23, 212 2:44:13 PM OLIPHANT STREET
More informationSECTION PRESSURE TESTING OF PIPING
SECTION 15044 PRESSURE TESTING OF PIPING PART 1 - GENERAL 1.01 DESCRIPTION A. Scope of Work: This section specifies the leakage and pressure testing of piping. B. Testing Records: PART 2 - PRODUCTS 2.01
More informationWMB-160F Multi-beam Fishing System
WMB-160F Multi-beam Fishing System Take away the guess work and see what s REALLY below your boat! Seven Systems in One 2 WMB-160F WMB-160F Screen Shots The WMB-160F is a multi-beam sonar that has been
More informationt r o ri a n l T ra i a l Softball and Soccer Fields Snowmass Club Snowmass Golf Course Little Red Schoolhouse
POSR-Exstng Cndtns Mp: Summe Up p e Mes Equest t n N OSV Mnged s wnlmts OSV Pved s Uppe Nt Mes wn Owned Pces Pygunds Gf Cuse Fede Lnd, Bke Bke 4WD Cect, BIke Hgwy Lc Nt Rm Rm N t Ote s Rds Mj Ate Mn Ate,
More information2017 The Country Club of Lincoln
2017 The Country Club of Lincoln Local Rules and Conditions of Competition FOR 2017 USGA CHAMPIONSHIPS The Rules of Golf as approved by the United States Golf Association and The R&A govern play. See applicable
More informationAssessment of Soil Erosion at a DC Park Facility Spring Valley Park NW Washington, DC
Assessment of Soil Erosion at a DC Park Facility Spring Valley Park NW Washington, DC Annual Progress Report for FY 2004 Prepared by: Principal Investigators: Inder Bhambri, Ph.D., PE Philip Brach, Ph.D.,
More informationRecall that the area of a triangle can be found using the sine of one of the angles.
Nme lss Dte 14.1 Lw of Sines Essentil Question: How n you use trigonometri rtios to find side lengts nd ngle mesures of non-rigt tringles? Resoure Loker Explore Use n re Formul to Derive te Lw of Sines
More informationBore-Gard Installation - 1,000 ft. Perry, Oklahoma
Bore-Gard Installation - 1,000 ft. Perry, Oklahoma Distance of Installation: Maximum Pulling Force on Pipe: Reamer Diameter: Soil Conditions: 1,000 feet Approx. 7,500 pounds 8 inch Beaver Tail Wet Clay
More informationIMPORTANT INFORMATION / FACT SHEET 59th USGA SENIOR AMATEUR CHAMPIONSHIP SECTIONAL QUALIFYING 18-HOLES
IMPORTANT INFORMATION / FACT SHEET 59th USGA SENIOR AMATEUR CHAMPIONSHIP SECTIONAL QUALIFYING 18-HOLES LOCATION: Happy Hollow Club 1701 South 105th Street Omaha, NE 68124 (402) 391-0239 Director of Golf
More informationRoute 47 (North Main Street) Reconstruction
TOWN OF SUNDERLAND Route 47 (North Main Street) Reconstruction Presented by Lou Rabito, P.E. Presented to Town of Sunderland June 11, 2018 Project Overview MassDOT Project No. 607245 Resurfacing and Related
More information*A Certificate of Survey for the property may be on file at City Hall if the house was built after 1984.
Swimming Pools ** Permits are required for pools having a water surface area exceeding 100 square feet ** Permits are required for pools having a water surface area exceeding 100 square feet (11-3-3/8
More informationAIRPLANE PAVEMENT MARKINGS
AIPLANE PAVEMENT MAKINGS 2 LANE OADWAY TAFFIC LANE GAVEL SHOULDES 4' SHLD 10-1 2 LANE OADWAY PAVED SHOULDES DESIGNE'S NOTE: SUVEYED PAY FO AIPLANE MAKE AS 2 LINE. SUVEYED 4 LANE OADWAY (UNDIVIDED) GAVEL
More informationPool Name Length Width Lineal Ft. Gallons Weight $ Price $
My Favorite Pool Builder, Inc. 1956 SW Nain Blvd, Lake City, Fl. 32025 Phone: 386-269-3304 Toll Free & Fax: 800-286-7929 Barrier Reef Pool Price List 2018 Sales Tax Included Installed at our location in
More informationHUS 6 HUS-S 6. Autoclaved aerated concrete. Description Authority / Laboratory No. / date of issue. IBMB, Braunschweig DIBt, Berlin
Screw anchr HUS 6 / HUS-S 6 Screw anchr Anchr versin Benefits HUS 6 HUS-S 6 Carbn steel Cncrete Screw - Quick and easy setting - Lw expansin frces in base materials - Thrugh fastening - Remvable Cncrete
More informationDIVING FACILITIES CERTIFICATE FOR OLYMPIC GAMES AND WORLD CHAMPIONSHIPS JANUARY 2017
DIVING ILITIES ERTIITE OR OLYMPI GMES ND WORLD MPIONSIPS JNURY 2017 NTIONL OWNER ONTRTOR DESIGN TEM IN BUILDING DRWING - KEY PLN DIVING ILITY DRWINGS - 1/500 Longitudinal Section 1/500 ross Section 1/500
More informationEXHIBIT A SCOPE OF SERVICES
EXHIBIT A SCOPE OF SERVICES In entering into this agreement, the City of Casa Grande and Contractor seek to provide high quality service offering public access to enjoyable golf course services and facilities.
More informationThe following is a list of maintenance tasks Eric and his staff should be addressing over the next 60 days:
Joe, As a follow-up to our meeting this morning with Gene Welper and Eric in the Clubhouse, and subsequent touring of the golf course, I provide the following comments and recommendations: General Comments
More informationPROJECT NARRATIVE/JUSTIFICATION STATEMENT
Bohler Engineering FL, LLC 22 Glades oad, Suite 30E Boca aton, FL 3343 PHONE 6.7.0280 USTLIN & BELVEDEE EXT SPCE STOGE COMMECIL PLNNED DEVELOPMENT Southeast corner of ustralian venue & Belvedere oad West
More informationSWOT Analysis Golf Course Renovation Combined
SWOT Analysis Golf Course Renovation Combined STRENGTHS: All residents own Golf Course RH Well established Golf Staff RH Resident Members use of personal owned golf carts RH Loyal membership of 60K rounds
More information