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HomeMy WebLinkAboutBLOCK 132 221 EAST OAK STREET LOT 8 - Filed SP-SITE/LANDSCAPE PLAN - 2007-10-22V) V) rp I o Vl ME a W Ell (.5 W J J O U C] MOUNTAIN AVE II �]I�F� � `•' I� cry�j �sz Of. q`F `»}i 7 i millMIN _ LE r- on iwiw z o N p L O o N O0 W V 1C in 1tq Map ©11 iMMl■LMO�IRC Project Site 1 All l I/ coVV�crolV IVV I V I fra5h Collection will be bu bome5tic Weeklu 5ervice. fra5h will be 5tor d Ir 6arage5 between Trash Collection bag5� 0 0 0 No1� zo N ai OWNFr' 5 CFP,11FICA110N; We the undersigned do hereby certify that we are the lawful Owner of real property described on is site plan and hereby certify that we accept the condlt d rest ions set forth this site plan. Pelee urcicon Bate: Pau urgeon �C ate. NOTAP.Y: State of adwm& < ) 55 County of r �aw~ Subscribed and 5w rn before Me this 31 bay of /� A juSIF2000/7y Notary Publ is ��� a: Address; Zr 3 I S SoWill Wes- Aje . My Commission Fxplres: 101Lq>17,Wq PIFTCMF of CUI�ITV FANNING A ° a UO Approved by the director of Current Planninq of the C4 of Fort Collins, Colo-ado•�0 This 3� b y o 'K�'..__ 20 r rx15ting �Jjlno to be \erroved �rcroache5 on - Fropert� to the West 26' @ Seth �Ido, Line 0 to �5 @ North Nq dine, O I � NsnNG AMcH�n- GAP.AGE 511'UCTUP\� M iN 0 Garage Not a part of this project, Owned k Neighbor to Nki �451M ATHM PAPMNG ON pp0FFp1 y PHINn r for of Current P ar g — w— Flat, Roof Below N01F Cro55-Hatch Area Penote5 �xi5tinq Nildinq Foot print, to be removed N 90d 00' 00'' � 92,16' �xi5tlnq Walk Between BUildings to remain, 1511NCA APAr1"M%f 221 fast Oak -Site data, Parcel 51ze: 4,608 s,f. Ila Type of Pwellinq Unit: One C I) duplex Height: 301 0" + / - bensity ( Calculated on Area to CL of Streets)! 6 Units / Acre bedrooms, ( ) Unit of ) one bedrooms ( 1) Unit of Two bedrooms Fstimatecl Total Floor Area C Includes Fnclosed Garage, 5,800 sf + / Fstimated ratio of Floor Area to Lot 51ze L1511N6 OF PpOPO5Fn COVFIl of b1LIII—PIN65 & 5TFUCTUpF5: 5quare Footage of bulldinq Coverage, 2,410 sf Percentage of budding Coverage, 527 Percentage & 5quared Footage of IM Not placable 5quare Footage of Prive & Other Hard surface, 1,48 sf Percentage of Hard Surface, 327 5quare Footage of Landscape Area: III sf Percentage of Landscape Area 16% Off Street Parkinq: <3) Automobile Type in Fnclosed Garage OTHFp DATA & INFOUAVON: Square Footage of Fxistlnq buildings; Maximum buildin Height for All Structures: Proposed Land Use; 5olar-Orierited Lots: 5H� INP�X; 5-1 5-2 L5-1 P-1 i7-2 T og 5TF��r c 100 ft P\OW) 0 51TF PLAN U11LITY PLAN LANP5CAPF PLAN CONCpFTF PFTAIL5 WASP\ 5FI?VICF bFTAIL5 2,230 51 + / 40 Feet duplex This is a Solar Oriented Lot per LUC 3,23 & 5olar-Orierli Lot befol lon, FxAinq Accessible ramps � I Mason & �cco Frivac Wall / C 1't�pical I TOW 6' -01 SOW O' -oi fOW 4' 4.04' l 3.86' o V � � v foW 6' -ol o 7.66' 39'ZZ \-1.62' v 9.67 Note Two additional 5torie5 to be Ued to lotirq 5tri SITE PLAN Scale. 3/ 16'' - I'-0" 01-49 O O O < p O U r N � Z N N 0 O m m N x 0 mn N on am V) Z 0 V F J EK _ © U W U Ckf 0 v (n z w o U z � o Q) U� 1-- v� LLJ Q w C w a� w U) LJ W N � z N w Cf U 0 LL- r` cn revisions: �� r` ui 3 cod file: 7-15-06 Q 0- W F-- U) sheet: o s_1 Q of: 2 U o � a � t I NorE; i Provide Separate Water Meters for tke Two units 5plit �xistlnq Wale, 5ervice dine per Ft, Collin5 51nd, betail5, grovlde Separate Curb 5top5 for Fact New 5ervice Install Meter pits m-�Ir 2' -0" of Curb 5top5 per Ft, Collin5 5W, Petal s, 3,4ED I/ V 32,50' I F, 2,31 zo N O 1�45nN6 ArrACHFn GAP.AGE 51PUCTUfZ� , in 0 Garage Not a part of this project Owned b� Neighbor to West FX1511N6 A5PH&f PApKING ON PpOpFp1"Y PFHINP GMM CON5MCION N01�5; I , General Construction Notes # 1 through 18, 20 through 39, & 42 through 46 as l isted in Apendlx F-I of the Larimer Count{ Urban Growth Standards ( LCUA55) shall apply & be followed for th5 project 2. The Construction Notes under subsection "Street Improvement Notes and Traffic 5ignlnq" and "pavement Marking Construction Notes" in Appendix �2 of the LCUA55 shall apply & be followed by this Project as applicable. FA5T one 5VFFT c 100 R. P,,,OW) � Kx 5tinq Vertical Curb & Gutter �xi5tinq Street L 8" FVC pipe to Fxlsting Storm Sewer Inlet fox, per Citq of Ft Co1165 5tandard5 Core brill Inlet fox & Grout New PVC pipe �rrto Inlet, pemove & peplace �xi�tinq Concrete Walkwau to Accommodate New Grades & brive, g-- [zl5fl1\l' PPARlf,�EiJi SNIYiIF 4.33' 1.50 Ee 41 ti N mot' Water Meter Read-out, Meter Located in 15t door Mechanical Room. Storm �xi5tinq Acce55ible pamp5 U1 ITY PLAN Scale, 3/ 16" - I ' -0" NI -49 O O i O z U LLI 0 0 z C o Q) Un Fes— v, ItI n O Q W W U) `� W O � W cal z N Q w 0 ' o U O < revisions: � Elf T ai 3 cad file: 7-15-06 Q J F— J_ sheet: s_zof:z L(cw—)O: �ANb5CA F� PF516N 0C3J�CiV5 The objective of the Landscape liesign 15 to provide a low to moderate water demand while providinq a reasonable degree of privacy to the occupants of the proposed apartment units. Landscape 15 Intended to be xerlscape In nature, drawlnq on native moderate water usage vegetation as much as possible Wild flowers are to be used to brinq a mountain feellnq to the landscape scheme as well as to soften it at the ground IInc. GMM �ANb5UFF NOT�5; I, All plant materials Shall be In accordance with the American Association of Nurserymen ( AAN) for number one grade 2. Coordinate landscape placement with new and existinq utilities, 3, All planter beds to be mulched wO "pea" Gravel or crushed granite, Provide landscape cloth in areas not to receive plants or wild flower mix. 4. Minor changes In plant species and location may be made during construction as required by site conditlons and plant availability. Overall quality and quantity of plant material shall be consistent with the approved landscape plan. In the event of conflict between plant quantities in the plant schedule and species and quantities Illustrated shall be provided. 5, After completion and acceptance of construction by the Owner, the Owner shall be responsible for maintenance of the landscaping and irrigation system Including such in the public street right-of-way ( POW) 6, Atree permit must be obtained from the Port Collins City Forester before any tree as noted on this plan 15 planted, pruned, or removed within the public FOW, 2, 51hrubs or trees shall not be planted within 4 feet of Water, sewer, or qas Imes, 8 To the maximum extent feasible, topsoil that is removed durinq construction activity shall be conserved for later use in areas reqlring urevecgetatlon and j landscapinq, 9, 5oll preparation Is recommended by spreading 3 cu, I of organic matter per 1,000 s,f, over areas to receive plantings and seed. The area shall then be ripped In two directions, disked and finished to proper grade. In mulch areas allow 3 inch minimum depth to finish surface of mulch, 10, All Landscapinq Shall be Installed prior to Issuance of a Certificate of Occupancy, A Bond or Certificate of liepostt may be provided In Lieu in the amount of I007 of Landscape Flements, 11?�� TOTFC1 ON PFQUIPFMFHf5 I There shall be no cut or fill over a 4 inch depth within the drip line of any existing tree to remain unless a qualified arborist or forester has evaluated and approved the disturbance, 2. All existing trees to remain shall be pruned to the City of Fort Collins Forestry Standards, 3, Prior to and durinq construction, barriers shall be erected around all existing trees to remain with such barriers to be of orange fencing a minimum of 4 feet in height, secured with metal f-Posts, no closer than 6 feet from the truck of the tree or 1/ 2 of the drip line, which ever is greater. There shall be no storage or movement of equipment, material, debris, or fill within the fenced tree protection zone, 4. Purinq the construction of the project the cleaninq of equipment or material or the storage and disposal of waste material such as paints, oils, solvents, asphalt, concrete, motor oil or any other material harmful to the life of a tree shall not be allowed within the drip line of any existinq tree to remain, 5 No damaging attachments, wires, signs, or permits may be fastened to any tree to remain, 6. The installation of utilities, irrigation lines or any underground fixture requiring excavation deeper than 6 inches shall be accomplished byy boring under the root system of existing trees to remain to a minimum depth of 24 inches, fhe auger distance is establlshed from the face of the tree C outer bark) and is scaled from tree diameter at breast height as described in City of Fart Collins Chart in 312 of the Land Use Code. LANb5CAFF CAT�GOFY; All plains and ground covers specified are Intended to be moderate water using , fotal Landscape Area including areas to be planted bq the Owner is 2,515 s,f, This includes landscape area in the street pOW, LANb5CAPF F�AN1 5CH MLF Plan Quantity Scientific Name Common Size besignation Name Cockspur Hawthorn 2 Cl Crus-galli Cockspur Hawthorn C CH) I 1 / 2" Cal, Clematls 3 Clematis Clematis I gal, Ornamental 16 Fetuca Glauca Boulder Blue Fescue C BBF) I qal, Ornamental 16 Nassella Tenuissima Mexican Feather Grass ( MFG) I gal, NOTF5, I, blstribute Ornamental Grasses to mix varieties for Interest and scale within Property Line 5ee Plan for plant distribution in POW, 2. LANP5CAPF IP.k'IGA110N; Al Landscape Irrigation at shrubs and Grasses to be 19rip fype. Irrigation at open areas of wild flowers to be sprinkler type, 6%N F\A, C0N5-TUCION NOTY5 General Construction Notes # I through 18, 20 through 39, and 42 through 46 as listed in Apendix F-1 of the Larimer County Urban Street Standards ( LCUA55) shall apply and be followed for this project. 2, The Construction Notes under subsection Street Improvement Notes and Traffic Sidi and Pavement Marking Construction Notes in Appendix F2 of the LCUA55 shall apply and be fdlowed bq this project as applicable �A5T OAK 5V�T C 100 ft, PUM Circles pepreserlt Lancdssa�ae Protect Fxlstinq Tree Boulders 24" + / - in lilameter, New 1%rive WaU Approach Pe- Cltu of Fort Collins to Pcrraln, — Bldrs, to Set on Farth Berm that Standard be-all Pemove FKiAinq brave & Curb & pemove Fxisting P-ive- Curb & Gutter & Panges in Height from 12" to 24",Total Gut-er pep6ce with Vew Curb & Gutter & Landscapinq �� of Berms + Boulders not to Exceed Curb & Gutter per Ft Col ns 5tds 11 5antarq Sewer Service. 1.50 Perennials y Owner.\ 1.43 * V.V 1.43 Planter New & Remodeled Structure Fxistinq Street Light 7 Storm Water Inlet Storm Water / Line - 8" PVC � Provide Mountain Flower Mix In Pea Gravel or Crushed Granite Mulch in Areas Between Curb & Walk, Mountain Flowers to be Planted as Plant Material & Not to be Seed. �SS C I \ I 0.00 pocks & Farth Be o Ornamental Grass - 5ee to 24" Hlgh, S _'n Schedule for Type & ,. .. b lsirlbutlon N Perennial Plower JI L\ by O,S ner. 0.70 \� o Raised Planter e O\� _1S /17.90' pJ 0 F Alil X + 5tone Patio 3 Paired Planter SS F Planter Bed by Owner \,X!5tlncl Puildinq \ \\\\\\\\\\\\\\ \\\\MA \ ABBREVIATIONS: 0 AT FIN. FINISH PERP. PERPENDICULAR PERPENDICULAR FIXT. FIXTURE P. LAM. PLASTIC LAMINATE _L FL. FLOOR PLUMB. PLUMBING A.B. ANCHOR BOLT FLASH. FLASHING PLYWD. PLYWOOD A.B.C. AGGREGATE BASE COURSE FLUOR. FLUORESCENT PR. PAIR ABV. ABOVE FOUND. FOUNDATION PREFAB. PREFABRICATED A/C AIR CONDITIONING F.P. FIREPLACE PRELIM. PRELIMINARY ADD'L ADDITIONAL FRMG. FRAMING PROP. PROPERTY ADJ. ADJUST/ ADJACENT FT. FOOT PT. POINT A.F.F. ABOVE FINISH FLOOR FTG. FOOTING PTN. PARTITION AGG. AGGREGATE FUT. FUTURE PVMT. PAVEMENT A.H. AIR HANDLER AL. ALUMINUM GA. GAUGE OLTY. QUALITY ALT. ALTERNATE GEN. GENERAL QUANT. QUANTITY APPL. APPLIANCE G.F.I GROUND -FAULT INTERRUPTING ARCH. ARCHITECT/ ARCHITECTURAL G.I. GALVANIZED IRON R RADIUS GL. GLASS RECEPT, RECEPTACLE BACK'G BACKING GR. GRADE REF. REFRIGERATOR BD. BOARD GYP. GYPSUM REG. REGULAR BK. BREAK REINF. REINFORCED/ REINFORCING BLDG. BUILDING H HIGH REQb. REQUIRED BLK'G. BLOCKING H.B. HOSE BIBB I ROUND BM. BEAM HDBP HARDBOARD R.O. ROUGH OPENING BMS. BEAMS HDR. HEADER RIGHTOF WAY BR. BEDROOM HT. HEIGHT RM. BRG. BEARING HOW HORIZONTAL S.D. SMOKE DETECTOR B.U.R. BUILT-UP ROOFING SGD SLIDING GLASS DOOR I.D. INSIDE DIAMETER SHT. SHEET CAB. CABINET ILLUM. ILLUMINATED SHTG. SHEATHING CER. CERAMIC INCAN. INCANDESCENT SHWA-. SHOWER C.J. CONTROL JOINT INFO INFORMATION Sim. SIMILAR Cl CEILING INSUL. INSULATION SL. SLOPE CLO. CLOSET INT. INTERIOR SLDG. SLIDING CLR. CLEAR S0. SQUARE CNSTR. CONSTRUCTION J.B. JUNCTION BOX S.S. STAINLESS STEEL CNTR. COUNTER JST. JOIST ST. STREET CNTRSK COUNTERSINK JT. JOINT STD. STANDARD C.O. CLEAN OUT STG. SEATING COL. COLUMN L LONG STL. STEEL COND. CONDITION LAV. LAVATORY STOR. STORAGE CONN. CONNECTION LB. POUND STRUC, STRUCTURAL CONT. CONTINUOUS L.F. LINEAR F00T/ FEET C.T. CERAMIC TILE LTG. LIGHTING T h G TONGUE AND GROOVE CTRL CONTROL TEMP. TEMPORARY CULT. CULTURED MAS. MASONRY TH. THICK MECH. MECHANICAL THRESH. THRESHOLD D DEEP MED. MEDIUM TILT. TOILET I DOUBLE MET. METAL T.O.PL TOP OF PLATE DEL. DELETE Ml MANUFACTURER T.P.H. TOILET PAPER HOLDER DET. DETAIL MI. MILE TYP. TYPICAL DIA. DIAMETER MIN. MINIMUM DIAG. DIAGRAM MISC MISCELLANEOUS U.O.N. UNLESS OTHERWISE NOTED DIM. DIMENSION Ml MOULDING UT1L UTILITY DISP. DISPOSAL/ DISPENSER M.C. MASONRY OPENING ON. DOWN MITI MATERIAL VER. VERIFY DOC. DOCUMENT VERT, VERTICAL DR. DOOR N.I.C. NOT IN CONTRACT V.T.R. VENT THROUGH ROOF DW DISHWASHER NO. NUMBER DWG. DRAWING NR. NEAR W/ WITH W/o WITHOUT EA. EACH OA. OVERALL W WIDTH ELEC. ELECTRIC/ ELECTRICAL O.C. ON CENTER W.C.O. WALL CLEAN -OUT ELEV. ELEVATION O.D. OUTSIDE DIAMETER WD. WOOD ENG. ENGINEER O.H. OVERHEAD/ OVERHANG WDW. WINDOW EQ. EQUAL OPN'G. OPENING W.H. WATER HEATER EQUIP. EQUIPMENT OPT. OPTION W.I.C. WALK-IN CLOSET EXIST. EXISTING OPT'L. OPTIONAL W.R. WATER RESISTANT EXP. EXPANSION/ EXPOSE oz. OUNCE WT. WEIGHT EXT. EXTERIOR WTR. WATER E.W. EACH WAY XFR. TRANSFORMER YR. YEAR � I A Clematis I °' 1� 1.35 13.87' +/- 5.00, stucco wk� HEIGHT, BBF ff 9.67' +/- Stucco Prlva, U Wall delght Varies from �1 -8" to 6' -0" In deight from new Finish Grades AN125CAPF Scale; 1 / 8" = 1' -oil PLAN 0 M1-49 O N r � ry O I � N O o� m Z 0 U N N x O m O a V) z 0 N 0 0 } J ©V IiJ It Q 0 T) 0 cn z 0 w O a v U LLJ a) z O W ci� l C� :::) U� ~ U W O �Q 0 W W CN b-- N U z LWL-1 cf� Q __ J O w 0 U 0 revisions: cy- >. ai o 3 � cad file: 7-15-06 J !0 U) IO a J sheet: o LS-1 o of: 1 U � � o � a CURB AND GUTTER LARIMER COUNTY CONSTRUCTION REVISION NO: 1 DRAWING URBAN AREA DRAWINGS STREET STANDARDS DATE: 03ZOI102 701 11 — Slope sidewalk to curb 1/4' erL_J NOTE, Construct sidewalk with Joints at 10' Intervals Jr ° and aligned with scoring on curb. ° ATTACHED SIDEWALK DETAIL DETACHED SIDEWALK DETAIL .• - R 1/8' 1/4 SLAB THIGkNESS 14 ° 4 .. a . a. WEAKENED PLANE J❑INT 1/2' Expansion Joint material ° n � 4 a e' e. INSTALL IN LOCATIONS SPECIFIED IN CHAPTER 22 EXPANSI❑N J❑INT DRAWING 1602 r �lne _r Way/ PERSPECTIVE Ramp if recess y Right of Way line Detached I1112 Sidewalk max. X = Curb Transition Length Y = Parkway Width in Type I Ap oacl W = Driveway Width (See Drawing 707) t = Concrete Thickness - minimu 6' Type I = With Detached Sidewalk Type II = With Attached Sidewal fer to Chaptil for minimum removal dimensio s. W = Width IA B W I W W W W d N d w I E ^ Cuto Attached Sidewalk 6' 1:12 max. I v IQ2 max. N Back of curb FL 0 A B Lip TYPE I x=3'-0' Driveway Width Varies x=6'-o' TYPE II m JOIN 3 112 (max. 124 iu � t YtT c WALK CIL SECTI❑N B-B) NOTE: N.T.S. WALK y 1. Concrete driveway must be 1,48 SLOPE provided to the property line. 1/4' PER FT. Id2— (max.) 5 Expansion joint if drive WALK SECTION A -A t continues as concrete N.T.S. iu x \ d . E ° a .. - STANDARD DRIVEWAY APPROACH (TYPES I & II) LARIMER COUNTY CONSTRUCTION REVISION NO: 1 DRAWING URBAN AREA TDRAWINGS STREET STANDARDS DATE: 03/01/02 706 V a w ul- Varies Varies 1:20 Slope 1112 MAX Slope Gutter I Truncated DomeTruncated Dome Warnino ar 4Truc.td J Detection Plan Locations Apron Dome Truncated dome Warning Panel panels Section A -A NITS1-2'x2.5' 1-2'x2' Ramp Note+ Flo la 1 Set ramp slopes using the t2•-6"-6"2•-0• e center of the ramp. 0 0 0 0 0 o 0 0 2'- Pane an s o is 2. Truncated dome warning i o0o0o0 ao ou panel: Install panels along with e " the concrete pour for 6" the ramp. The panel material curb U er shall be 'Cast In Tact Warning Panels' or an equivalent material that must be first approved by the City Engineer, prior to installation. The panel color shall R16.5000— be red, no other color Is Rz1.4so approved. Specifications for the + panel material will be provided 5'-6' BOC to walk w/ vertical curb upon request. 5'-7' BOC to walk w/ drive over curb t&BQCk of Walk 3. Each ramp shall align perpendicular to the street in which the ramp is provided to cross 49 00 Conc. Sidewalk 4 Refer to standard drawing 1606 in the Laimer County urban 6.6 00 yLandscaped Area area street standards for other necessar criteria needed to 1 0 p,$S00 a u Flowline c —PT of Walk Ramp Are-i222 OOCO c IFE �i I /✓ -Full heiaht CPrt v construct these ramps that is 0.55001 e not specified on this drawing. u AJ LEGEND 1 155001 4.9500 5. Construct the ramps and BOC- Back of curb a 1.6500J walk so the corner area all L - Property Line PLAN VIEW drains to the street. PT - Point of Tangency NITS 6" Curb ,d dome detection curb return RESIDENTIAL LOCAL STREET ACCESS RAMPS RIMER COUNTY CONSTRUCTION REVISION NO: DRAWING URBAN AREA DRAWINGS STREET STANDARDS DATE: 04/O1/07 1 6 LA6 0 6(a) `•`•�•�. �. �. •.� Driveway Detached Sidewalk S, la It Attached Sidewalk 0' 6-0' Mm e" Commercial 6" Residential 1/2' Expansion Joint Material 1/2' Expansion Joint Material DETACHED ATTACHED SIDEWALK 'DRIVEWAY -SIDEWALK- y SECTION A -A All Sidewalk Thickness Shall Be 6" minimum. NOTE 1 Sidewalk grade shall remain consistent across driveway 2. For driveway design requirements, see CONST. Di 70E & 707. 3 This detail applies to Residential & Commercial driveways. Fl LIP STANDARD SIDEWALK LARIMER COUNTY CONSTRUCTION REVISION NO: 1 DRAWING URBAN AREA DRAWINGS STREET STANDARDS DATE: 04/O1/07 11 t_ -Center line of ramp BOC -Back of Curb A FOC -Face of Curb -Flow line e � �j BOC u' Va ie 'n ° Ramp Ramp P m 00 00000�00000• 0,0 V res Ramp DOO4 jo Cr1Vn0 p00 0 O—varies'1 0°0°000 0o00 Carl ra r/ 0000000 `0 Panels B❑ 6 9 P 0 o Panels Fipo 0000000000 Curb * V00 2 —O 0vpv Do00pv )o BOC Gourter Panels , Z Panels Oo°o°o°o°o° FOC oApronA 6'` Jr Case 3-Mid-Block Ramps Case 1-Directional Rarnps Case 2-Non-Directional Ramps Ramp Panel Width Width m inations Varies Varies 4.5' 5.0' 2'+2.5' 2.5'+2.5' 6.0' 2'+2'+2' 1:12 MAX 7.0' 2.5'+2'+25' 20 Slope Slope 8.0' 2'+2'+2'+2' Gutter Note, Truncated dome Or Apron panels are c available in 2'x2' Panels embedded in the squares and concrete ramps u Co bnerectangles. a� Section A -A the widths to fit a- the ramp. ao NTS (Center line of ramp) Panels may be cut Lc to no less than a 2'xl.5' size. TRUNCATED DOME WARNING FOR ACCESS RAMPS LARIMER COUNTY CONSTRUCTION REVISION NO: DRAWING URBAN AREA DRAWINGS STREET STANDARDS DATE: 04/01/07 1607 Note' 1. Truncated dome warning panels Install panels along with the concrete pour for the ramp. The panel materialshall be 'Cast In Tact Warning Par ls'or an equivalent material that must be first approved by the City Engineerprior to Installation. The panel cotorshall be red, no other color is approved. Specifications for the panel and Installation instructions will be provided upon request. 2. This drawing shows vertical curb. For Drive Over Curb the warning detection location shall be placed in the same position 6' back from the Face of Curb or. M1 -49 pr` N N O I � N N O V o v mZ J 0 V r N x 0 m O a Cn z 0 IV O S J -. _ ck� ©V W V _ will Q L O O U cn z Wo U LLJ Z U IWJ El� a) U� U� W � o Q O LLI +­` U) L1 W cn z N W N Q _j (n U L'i 0 U O LL- revisions: of ai o 3 � ad file: 7-15-06 Q W LLJ W ry U z 0 U sheet: 0. D-1 QD CD of: U I 2 0 =D O_ I-- sox 10 IN. FT. 64 IN. 48 IN. CURB STOP CAST IRON RECESSED LID WITH WORM LOCK INSTALL LID 1/2 INCH ABOVE C FINAL LANDSCAPED GRADE CAST IRON FROST RUBBER OR PLASTIC PROOF METER BOX INNER UD COVER 15 IN. RECOMMENDED 14 IN. MIN. ALLOWED la IN. MAX. ALLOWED LOCK TYPE INLET VALVE lil METER METER BOX (NO ALTERATIONS OR EXTENSIONS) o 0! COMPRESSION TYPE . CONNECTION I NO FITTING 1 TYPE 'N' FOR MIN. OF 5 FT. S FT COPPER PIPING .'AR•DeYe,(1•Do...W_•Ge1Raa.Po..p odoD•ooD_oDroo.sD•oo._u , GENERAL NOTES 1. Do not install in any street, alley, parking area, driveway, sidewalk, drainage ditch or detention basin. 2. No landscaping (shrubs, boulders, etc.) or structures to be within 4 feet of meter box, or No trees within 10 feet of meter box. 3. Slope ground surrounding meter box away from lid at 2% minimum grade. 4. Make no plumbing connections (tees, couplings, etc.) in meter box. 5. All tees and connection filings to be a minimum of 5 feet from meter box wall on outlet side. 6. Grade acceptance after meter box installation requires that the owner adjust meter box cover to 1/2 inch above final grade. 7. If a pressure reducing valve is required by Plumbing Code, install valve inside the building, immediately following the main shut—off valve. 1 SEE DETAIL-15 FOR LOCATION OF METER BOX 3/4 INCH CURB STOP (TYP.) W/MPLS PATTERN CURB BOX BRASS COMPRESSION SERVICE TEE (TO MEET AWWA C800 SPECIFICATIONS) 1 1/2 INCH PLUG O 1 1/2 IN. THREADED GALVANIZED COUPLING COPPER SERVICE LINE CURB STOP EXISTING CURB STOP MODIFICATION t'—r Square C. I Grate. t 1/2' x 1 1/2' Steel Angle All Around Basin Opening k w/ (8) #3 Bar Anchors Melded to Angle. Stone & Concrete Patio. Slope to Catch Basin. -"II. :�, J 1.e �3) V rtigal #3 Bata Per Side of Basin c qually Spaced, b a ontinuous /3 Bar all Around Basin • Top & Bottom. Ll/2' x 1 1/2' Continuous Key All Around I e sin. LI 4 x 4 x 6/6 T.W.F. Ilat in Floor Slab Undisturbed Soil CATCH BASIN DETAIL r1al, Ln EXISTING 3/4 OR 1 INCH COPPER SERVICE LINE O RETROFIT ONLY ® EXISTING CURB STOP MODIFIED (SEE DETAIL) WATER MAIN PLAN VIEW NOT TO SCALE r-f r I d[ 18.1 PVCPip Ito Storm Sewer , 1 1 M1-49 Joint AB O L _O O U (J-) z w O U z U o Q) V) (n LLJ 0 U Q W n LLJ J W LLJ N � z N Q __j O U O Li revisions: � T C a� 0 3 0 cad file: 7-15-06 (n 0 W U W Q sheet. o of: U Q 2 o a