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Home My WebLink AboutDrawings (2)COLLEGE STATION TEXAS 7 3 7 CITY OF BRYAN 1 ° 8 %2�� 12' COT 1 2 8; 1 1 l3' �� / 3/ Z 4(1, SIT /yam?1 9c�o� TEXAS A&M UNIVERSITY - VERONICA J.B. MORGAN -' fA............................. %�� 77689 �O : F D1 1-R !6" 2-R 91 �o '01 -�li, \i2D� j 81 X 1 E E/ 1 21' ff r / 11 10 20 TEXAS A&M UNIVERSITY oT•.�/STEM. �`o � �v�- 1 NAL E g Y c. �1 �c VICINITY MAP C *r O �ye g NDEX OF SHEETS ELEVATION 01 OVERALL SITE PLAN L3.01 CONSTRUCTION DETAILS (I OF 4) C� r"Mr�-�' A 02 - PARTIAL SITE PLAN -SOUTH L3.02 - CONSTRUCTION DETAILS (2 OF 4) . o aEQulaEo L:J • 1` - PARTIAL SITE PLAN -NORTH - CONSTRUCTION DETAILS 3 OF 42' 03 L3.03 ( ) 04 - GRADING PLAN L3.04 - CONSTRUCTION DETAILS (4 OF 4) [3 4 NOT REQUIRED 05 - UTILITY PLAN L4.01 - GRADING PLAN 1; 06 -STORMPLANTING PLAN (I OF 3). DRAIN PLAN & PROFILE L5.OI ,. _ V WI WATER DETAILS L5.02 -PLANTING PLAN (2 OF 3) W2 - WATER DETAILS L5.03 - PLANTING PLAN (3 OF 3) SI - SEWER DETAILS L6.01 - IRRIGATION PLAN (I OF 2) }- S2 - SEWER DETAILS L6.02 - IRRIGATION PLAN (2 OF 2) Q) SWI SIDEWALK DETAILS L7.01 - LIGHTING PLAN (I OF 2 E - ELECTRICAL LAYOUT L7.02 - LIGHTING PLAN (2 OF 2) a% LI.01 MATERIALS PLAN (I OF 2) 1_1.02 MATERIALS PLAN (2 OF 2) PROJECT BENCHMARK: CITY OF COLLEGE STATION GPS MON # CS94-110, ALUMINUM DISK IN CONCRETE, 2.6 FT SW OF LIGHT POLE AT NORTH CORNER OF MAPLE ST. SITE PLAN NOTES: AND WELLBORN RD, N=10211269.2311, E=3548882.9806, Z=345.87, PROJECT 1. Name of Project: The Domain at Northgate COORDINATE: X= 548882.9806, Y= 211269.2311, ELEV.= 345.87 2. Legal Description: Lots 1-•22, Block 11 W.C. Boyett Estate Partition in the Joseph E. Scott GENERAL CONSTRUCTION NOTES: league, Abstract No. 50 _ Address of property: 101 Church Avenue, College Station, TX 1. It shall be the responsibility of the Contractor to verify the exact location of ALL existing 3. Owner: DRI/APRC Northgate, LLC underground utilities. Furthermore, the Contractor shall contact all utility company 675 Bering, Suite 200 representatives a minimum of 48 hours in advance of any excavation. Houston, Texas 77057 (713) 782-5300 a. Contact Dig Tess Q 1-800-344-8377 4. Engineer: Mitchell & Morgan, L.L.P. b. Contact Dan Augsburger @ Suddenlink 595-2429 511 University Drive East, Suite 204 C. Contact Richard Wallace @ Verizon 821-4752 College Station, Texas 77840 d. Contact Sam Weida @ CSU (ELectrical) 764-6255 (979) 260-6963 5. Architect: Meeks + Partners e. Contact Butch Willis @ CSU (Water/Wastewater) 764-3660 16000 Memorial Drive Suite 100 f. Contact Luis Cisneros 0 Atmos Gas (Gas) 229-4627 Houston, Texas 77079 (281) 558-8787 2. All construction shall be in accordance with the current City of College Station (C.S.) 6. Zoning: NG-1, Core Northgate Standard Specifications for Street Construction, B/CS Unified Technical Specifications, Water and 7. Existing Use: Vacant with One Commercial Structure Sewer and Generals, 2012, and BCS Unified Design Details. All inspection shall be performed by Proposed Use: Urban Mixed Use the staff of the City Engineer of C.S. All construction shall be coordinated with the City of C.S. 8. Setbacks: Per City of College Station Ordinances 9. Site Area: 3.33 acres City Engineer. 10. Water Demands: Min.=O gpm, Avg.=78 gpm, Peak=3134 gpm 3. In lieu of using the construction materials indicated in these plans, the Contractor shall 11. Sanitary Demands: Min.=O gpm, Avg.=63 gpm, Peak=251 gpm obtain written approval from the City Engineer for any substitution prior to Construction. 12. No TIA is required per UDO. Requests for changes should include product information and an engineers seal where applicable. The contractor shall be financially responsible for the engineer's time spent reviewing changes No portion of this site lies within the 100-year floodplain boundary per FEMA's Flood Insurance and redesigning based on contractors requests. Rate Map panel 48041 cO305e Effective Date: May 16, 2012 4. Trench Safety Requirements shall be in accordance with O.S.H.A. Standard 29 CFR Part 1926 Subpart P and all federal, state and local regulations. PARKING REQUIREMENTS 5. TRENCHING AND BACKFILLING: All trenching and backfilling shall conform to the Surface Parking Provided = 187 parks total (7-Handicaps) specifications set out herein. Testing shall be provided by a certified laboratory, at the Owner's Upper Level Garage Parking = 107 parks total expense, to verify these standards. Any retesting due to substandard work shall be at the Handicap Parking: expense of the Contractor. Structural areas shall include all sidewalks and shall extend 5' Per Table 2 Section 4.1.2 of TAS beyond the curb lines of all streets, alleys and parking areas. for 201-300 needs 7 Space(s) 6. It is the responsibility of the contractor to comply with all State and Federal Regulations 7 H.C. Spaces Provided (Includes 7 Van Accessible) regarding construction activities near energized overhead power lines. Additionally, the contractor (7 in parking lot) shall coordinate all proposed work and procedures with the City of C.S. Electrical Division. Total Provided Spaces = 294 7. All materials & labor, not identified as a Separate Bid Item shall be considered subsidiary Parking Required: 0 Required Parking for Commercial/Retail to the item in which it is used. All materials and equipment shall be both furnished and installed unless otherwise noted. 8. The Contractor must provide construction staking from the information provide on these PARKING REQUIRED plans. 4-STORIES - 344 BEDS - 9. All soil exposed by construction shall receive cellulose fibermulch seeding. 10 1 BEDROOM X 1.5 SPACES = 15 SPACES9 - 2 BEDROOM X 1.25 SPACES = 22.5 SPACES 10. Trenches may be left open overnight if properly barricaded. 16 - 3 BEDROOM X 1 SPACES = 48 SPACES 11. Adjustment of Water Meters, Valves, Manholes, Irrigation Systems, and any other Public or 67 - 4 BEDROOM X 1 SPACES = 268 SPACES Private Utility, etc. are not separate pay items. The Price of the adjustment shall be subsidiary TOTAL 354 X 75% REDUCTION = 265 REQUIRED to the construction of Sewer Line, Force Main, etc. 12. The contractor shall coordinate with Suddenlink Communications, CSU, and Verizon to adjust SITE DENSITY the location of existing facilities, if necessary. DWELLING UNITS=102 DENSITY=102/3.33 ACRE= 30.63 DWELLING UNITS/ACRE 13. The contractor is responsible for traffic control in accordance with TMUTCD. This is not a separate pay item. Contractor must submit a traffic control plan for the work on First Street. SQUARE FOOTAGE This plan must be reviewed and approved by the Engineer of record and the City Engineer prior GROSS SQUARE FOOTAGE: 182,266 SF to construction. Any other partial of full street closures will also require a traffic control plan. MUTLI-FAMILY=168,445 SF 14. Temporary spoil areas will be identified on site by owner. RETAIL=6,512 SF 15. All roof and ground -mounted mechanical equipment shall be screened from view or isolated CLUB HOUSE/LEASING OFFICE=7,309 SF so as not to be visible from any public right-of-way or residential district within 150' of the subject lot, measured from a point five feet above grade. Such screening shall be coordinated with the building architecture and scale to maintain a unified appearance. 16. Exterior Building and site lighting will meet the standards of Section 7.10 of the Unified Development Ordinance. The light source shall not project below an opaque housing and no fixture shall directly project light horizontally. Fixtures will be mounted in such a manner that the projected cone of light does not cross an property EXISTING EXIST 8" SANITARY p g y p p y line. SEWER rABANDONED SEWER SEWER LINE ABANDONED 17. Contractor shall provide parking lot striping in accordance with the layout shown on this MANHOLE SERVICE LINE SERVICE LINE a-ssplans. PROPOSED ELECTRICAL 8- 8-SS 8 EXISTING 2-6" PVC CSU CONDUIT CONNECTIONS ELECTRICAL CONDUIT 18. All storm sewer and sanitary sewer being constructed with this site plan is private. _ 2-6"_ _EC --L 2- "-PJG-sc 2 6"-M-E£ 19. All dimensions are to the back of curb unless otherwise noted. EXISTING EXISTING 2-4" PVC CSUELECTRICAL CONDU. ELECTRICAL 2- 4" va ec - x- a" PVC ¢a 2- aFavo ea .• - 2- a~ pva c . 4" ` 20. Onsite sanitation collection is provided within the Solid Waste Room. Maintenance personnel MANHOLE 1-4"we EC EXISTING 6" WATER. LINE�a will roll compacted trash buggies to First Street for pick up an trash day and immediately roll m ? , q% 6-V1L 6-YiL 6-u them back into Solid Waste Room ppon completion letion of pick u ?oEXISTING 21. Transformer shall be screened from view of the right-of-way and abutting property. m Transformer shall open away from the nearby parking spaces. fiFc LIGHT POLE Tom, _,~-` ` PROPOSED.' �n 22. All bike racks shown here on will be constructed with Phase 1 B. �Y SWITCH GEAR SANITATION CART PICKUP: + EXISTING: 36"X24" tf I'-t`.14:' to Maintenance personnel from The Domain is to be present when sanitation services `STORM DRAINi arrive between 5-6am on the designated pickup day. The Domain maintenance personal -- t I EXISTING STORM will push out each cart individually for pickup and return the carts immediately to the jjj DRAIN INLET building. _ EXISTING 2-4" PVC CSU 3 - ELECTRICAL CONDUIT g H.C. PARKING PROPOSED''s �) R n ELECTRICAL TRANSFORMER ' Note: T , Signs made of 3/32" Aluminum With Baked Enamel Reflective U I Finish and Screen -Printed Imaaes for Durability, Colors Are rBlue & White. Refer to Texas Accessibility Standards 7 U �'i i [.,. Section 4.30 for Text Sizing. EXISTING n Q _, a I __--_ __ _ DRIVEWAY W m /Rf e Fam itEEa f IRLL KE S T I J GTE CUse for Van Accessible Handicapz VAN ACCESSIBLE Signs OVER HEAD CA & u araa a r ' s� � a >; R5 �1 1 � ,�_v,�1 .. f� t,.[a a»:112 I. t �� rn 2J" Galvanized Steel Sign Post 2 Lbs. Per Ft. E (Install Plumb) 2 Bags of ,n Sacrete (Min) Hand Tamp As Necessary Finish Grade N / o 6' /\ 12" SIGN INSTALLATION NOTES: 1. All signs shall be posted on 8-foot-long, 2-3/8" outside diameter Galvanized Steel Pipe Signposts that weigh two (2) pounds per linear foot. These signposts shall be placed a minimum of 2.5 to 3.0 feet into the ground. A hole at least one -foot in diameter shall be dug or drilled a minimum of three (3) feet in depth.. The signpost shall be placed vertically plumb in the center of the hole and secured with a minimum of two (2) sacks of sockcrete. The concrete mix shall be hand tamped as necessary. 2. The signs shall be installed so that . the bottom of each sign shall be at least four (4) feet above the ground at the base of the signpost or above an adjacent travelway. All signposts shall be installed 24 inches from the trovelway. 3. The hardware used to attach the signs to the signposts shall be the some as that currently used by the city. 4. Signs shall be positioned facing perpendicular to the parking stall VAN ACCESSIBLE HANDICAP SIGN INSTALLATION DETAIL - PHONE TO REMAIN EXISTING ELECTRICAL MANHOLE EXISTING 6" SAN- SEWER LINE f 1 1 EXISTING STORM DRAIN INLET EXISTING ELECTICAL PULL BOX PROPOSED/FIBERJ OPTIC LINE RELOCATION (BY OTHERS) EXISTING STORM DRAIN�6 l JUNCTION BOX LID EXISTING 3-30" E 91 RCP STORM DRAIN i H.C. RAMP HANDICAPPED PARKING �/ I IDENTIFICATION LOGO TO BE PAINTED ON PAVING HANDICAP SIGN (WHITE LETTERS SYMBOLS - SEE DEf.- & STRIPES ON BRIGHT BLUE BACKGROUND) 4" WIDE DIAGONAL STRIPING @ 24" 0 o O.C. (WHITE) 24DIAMETER HANDICAP " 2 -9" SYMBOL ( P.) HC SYMBOL DETAIL a NTS 8' MIN I PER PLAN ( 8' MIN FILENAME HC-STRIPING.dwg HC STRIPING DETAIL PLOTTED: 30 May 2008 - 9:36 am NTS Drill and Epoxy # 4 Bars x 9" Long Top of Bar must be flush with top of block. n ti- UJ w INLET HEADWALL APPROXIMATE UNION PACIFIC RAILROAD PROPERTY LINE V) MATCH LIN 6 ft' STANDARD PARKING BLOCK DETAIL N.T.S. --- V 1 in� ch�30 feet C' /-13 Bars ® 12" O.C.E.W. OR 4 Bars ® 18" O.C.E.W.. \X, \-x \X \X `6" Stabilized Subgrade .STANDARD CONCRETE PAVEMENT DETAIL NTS (PER GEOTECH RECOMMENDATIONS) 11. _ __ TYPE 3 CURB NTS Bars ® 18" O.C.E.W. OR Bars ® 24" O.C.E.W. , \/ `6' Stabilized Subgrade �/ x PARKING STALL CONCRETE PAVEMENT DETAIL NTS (PER GEOTECH RECOMMENDATIONS) BRYAN `� R> UNIVERSI Y TEXAS A&M °','• UNIVERSITY 1 M101M DESIGNATED PARKING ONLY VICINITY MAP (N.T.S.) All curbs and curb ends designated as firelanes on plans shall be painted red with 4" (four inch) white lettering stating "FIRE LANE -NO PARKING -TOW AWAY ZONE" Wording may not be spaced for than fifteen (15) feet apart. In addition to the curbs being striped, a fire lane sign 12" wide and 18" in height (as seen hereon) shall be mounted at each entrance.* * 8" (eight inch) high red stripe and 4" (four inch) white lettering may be striped on the surface of the pavement behind parking stalls in lieu of signage. -FIRE LANE NO PARKING ®TOW AWAY ZONE *FIRE LN* STRIPING See Urdinance for additional Information FIRE LANE SIGN s-ss EXISTING ELECTRICAL MANHOLE 14 SUDDENLINK ' PEDESTAL i I 3" LOWMI GAS LINE ?W 'Y� I` Af ' r--e 1v1V JNE 1� LEGEND t - WATER LINE - -�- SANITARY SEWER LINE �- SANITARY SEWER CLEANOUT K STORM DRAIN LINE --- GAS SERVICE LINE '• �- UNDERGROUND ELECTRICAL UNDERGROUND VERIZON -"� UNDERGROUND SUDDENLINK RIGHT OF WAY 4 FIRE HYDRANT -••-w- WATER SERVICE LINE - - - - PUBLIC UTILITY EASEMENT LINE ........... •••••••• MIN./MAX. BUILDING SETBACK FIRE LANE PROPOSED CURB -- EXISTING CURB EXISTING STORM SIDEWALK DRAIN INLET PUBLIC UTILITY/ACCESS " - - - - EASEMENT 1 w l EXISTING 24" RC t v� STORM DRAIN {ISTING FIRE YDRANT U L T.979.260.6963 F.979.260.3564 TX. FIRM # F-1443 511 UNIVERSITY DRIVE EAST SUITE 204 COLLEGE STATION, TX 77840 PLAN & DESIGN SPECIALISTS IN CIVIL ENGINEERING • HYDRAULICS HYDROLOGY + UTILITIES « STREETS SITE PLANS * SUBDIVISIONS www.mitchellandmorgan.com Firm F-1443 6/17/14 �P( .. .... • T�c�q ................................ .... VERONICA J.B. MORGAN ................................... a'•.� 77689 STE��`� SS�ONAL ECG tap TF" APRIL 2014 Designed by: VJBM Drawn By: JUJ,KB Checked By:VJBM,JM U C) a) N O �x o I- z Cn _ O U Q) - m S2 C = Q) <_ � 0 0 C 0 tr d- O 0 EN LO L0 CD H H w w 0 0 U U a c ^� i O W - l 17� O O PROJECT BENCHMARK: CITY OF COLLEGE STATION GPS MON # CS94-110, ALUMINUM DISK IN CONCRETE, 2.6 FT SW OF LIGHT POLE AT NORTH CORNER OF MAPLE ST. AND WELLBORN RD, N=10211269.2311, E=3548882:9806, Z=3.45,87, PROJECT COORDINATE: X= 548882.9806, Y= 211269.2311; ELEV..= 345.57 SURFACE MOUNT PRECAST 5' CONCRETE Standard manhole ring and cover (Vulcan No.v1342, at approved M equal) `Noy 24' RG1 W L -- W 61 _�_� 6° 6" 12M 006, ooi n9� shall: have a 3" Clear. Cover SPECIAL DETENTION HEADER NT5 Note: The contractor Is responsible for traffic control in accordance with TMUTCD. The contractor must: prepare and submit a traffic control plan for the work on First Street and any other street where a full or partial closure will be performed. This plan must be reviewed and approved. by the Engineer of record and -the City Engineer prior to. implementation. LiJ in Lil W 0 EXISTING 6" SEWER UNE- PAVEMENT- 2-6' PVC CSU REPAIR ELECTRICAL. CONDUIT .2--V*-PVC-EC 2-4° PVC CSU ELECTRICAL CONDUIT 4" PVC. 'EC 2- 4" PVC CO 2- 4" :PVC & EXISTING 6" ABANDONED WATER LINE WATER LINE 6-WL 8 1 EXISLING.SUR4�N • ... .. of u r anv 8-PVC 8- EXISTING OPTIC Q tlKP+n �wcnr�n. APPROXIMATE UNIONPACIFIC —_ RAILROAD PROPERTY LINE CONNECT PROPOSED 2" GAS- SERVICE LINE TO EXISTING 3` EXISTING 3' LOW LOW PRESSURE GAS LINE PRESSURE GAS LINE 3-GAS - -- 3-GAS - - — — 3-GAS o' I I ',1 �___. -z 3-GAS' EXISTING CSU ELECTRICAL MANHOLE ,EXISTING 8^ Iva sEXISTING 2-4° PVC CSU ELECTRICAL. CONDUIT w CONCRETE: ?° `4 CURB POSED I ;TRICAL I jjj _ BOX m TREE GRATE i (TYP) EXISTING ASSUMED. GAS ?.CONNECT PROPOSED° SERVICE LINE GAS SERVICE LINE TO 'g ci I EXISTING SERVICE 11 _ N {( VERIZON , I COMMUNICATION DUCTS 4 REFER TO LANDSCAPE PLAN FOR PATTERNED SIDEWALK DETAILS_ �* EXISTING 12'/Vc� WATER LINE JUN �014 VA PROPOSED 2-4 ,�r 1vr'C� 1 PVC ELECTRICAL `.`-.R� `�I�� 1 :CONDUIT S PROPOSED' 2-47 ` 1 PVC ELECTRICAL ts' CONDUIT MUST BE.. BORED UNDER DRIP 13' LINE OF TREE AS SHOWN r`1 inch, _ 2.0 feaE i (STING TREE TO . %1 BE PROTECTED: WITH 1�(� TREE PROTECTION FENCING AS SHOWN t a EXISTING' STORM " CURB INLET s. ISTING 24' RCP STORM DRAIN VERIZON VAULTE I EXISTING WATER VALVES( w, G C p -i PROPOSED: HC RAMP- ,- ,- i I PROJECT BENCHMARK-: CITY OF COLLEGE STATION. GPS MON # Q$94-11 10, ALUMINUM. DISK IN CONCRETE, 2.6 FT SW OF LIGHT POLE AT NORTH CORNER OF MAPLE ST. AND. WELLBORN RD, N-.10211269*.2311, E=3548882.9806, Z=3450V, PROJECT COORDINATE:, X= 548882.9806, Y= 21.1269.12311, ELEV.= 345.87: Note: The contractor is responsible for traffic control in accordance with TMUTCD.., The Contractor: must prepare and submit a traffic: control plan for the work on First Street and any other street where a full or partial closure will, be performed.: This plan must be reviewed and approved . by the Engineer of ,record and the City Engineer prior to implementation. . p . : . . ..... e ! -1 ........... 50 LF PR CURB Cal W BORN ROAD (R-O.W. VARIES). 0 P H APPROXIMATE UNION PACIFIC 10 1 RAILROAD PROPERTY LINE all PARTIAL SITE PLAN�NORTH D FENCE-� 0 * & .......... PROPOSED 8 EXISTING FIBER BRICK SIDEWALK OPTIC CABLE 04 L—i Lij r U) Ld LLJ V) "AV F— Lij LLJ V) Lij LLI 7- . . . ........... . L1%Yr11 r-VLr- %. . . . . . . Lo. . . . ... . . � a -!-:, il Gate Valve . � dPropbsed Fire Hydrant .4-C. Tt h . .......... . 2 8' —9A-9 - 1 +21.22i F/L= era-1-NGROW 336.70 Sta. 1 +88,95, F/L= 337,20 ks 8 xM.J. Reducer mtial Service Line GROUT FILL M.J. Tee .! GROUT.1 FILL 2-C OR REMOVE. 45' M.J. Bends J. Gate Valve 3 3A, ABANDONED M 01 OAd —t 6" WATERLINE Connect to. Ex 6" WL FIRST STREET sys-t sys-F S"-T sva-e svo-T svo-c PROJECT BENCHMARK: CITY OF COLLEGE STATION GPS MON # CS94-110, ALUMINUM DISK IN CONCRETE, 2.6 FT SW OF LIGHT POLE AT NORTH CORNER OF MAPLE ST. AND WELLBORN RD, N=10211269.2311, E=3548882.9806, Z=345.87, PROJECT COORDINATE. X= 548882.9806, Y= 211269.2311, ELEV.= 345.87 341.63�{ ��',:z�� - - - - - - - - - - - - - - - - -------------------- JDDENUKK -- "_ PROJECT BENCHMARK: CITY OF COLLEGE STATION GPS MON # CS94-110, ALUMINUM DISK IN CONCRETE, 2,.6 FT SW OF LIGHT POLE AT NORTH CORNER OF MAPLE ST. AND WELLBORN RD, N=10211269;2311, E=3548882.9806, Z=345.87, PROJECT COORDINATE: X= 548882:9806, Y= 211269.2311, ELEV. 345 87 EXISTING 6" SS l: SERVICE LINE C.O. EXISTING SEWER MH 1 ry I 4" FL= CSU GIS NO. N34A2M075 6" IN (S) w/DROP = 335.16 6 PVC OUT (NW)= 330.36: r; 24" MH RIM= 342.29 , -'. v I))'}, } ` 1 c� 63.54 L.F. OF 4" PVC (SDR26-ASTM D3034) SLOPE. i 1 i t�. �C)2 i 4"OFL=336.86 viill 5.04 L.F. OF 4" PVC 4 At (SDR26-ASTM D3034) 9 -1.04 9 SLOPE -4- el -'I _ K x s. PO • Q '�i. E FO r i --- } 0 1 WATER METER'. IalYklf�l a. GRADE .. . CAST IRON FRAME AND:COVIER r I • film sEonotl' RCP PIPE VARIES : 15' DIA ID 4: MI' I .- JOINT SEALED x INONSHpNIf GR�T .. INLETL.+ OUTLET FRONT VIEW SIDE VIEW end1171afJt' tt�s1l: �,SENF7t twlE _ ti QumTW M INLET SAYPIE t1ELL - • '•: NOTES:. .. e - - t. USE 15° T&G R.C.P. FOR INSTALLATION 6' - p" DEEP OR 30" 24" LESS; - 2; USE 24" T&G R.C.P. FOR INSTALLATION GREATER THAN 6' - 0" DEEP.. (STD RING AND M i COVER REQUIRED); r • A 3: SAMPLING WELL MUST BE SET IN A CIRCULAR OR SQUARE CONCRETE PAD_ °p"aaL'0a '• (1 0 GREATER THAN OUTSIDE DIAMETER OF PIPE):. r -" 4, INSIDE INSTALLATION. NOT PERMITTED WHERE OUTSIDE INSTALLATION IS POSSIBLE. 5. INSTALLATION INSIDE BLDG MUST BE POURED IN PLACE (15" MIN) NO t CONCRETE PIPE IS PERMITTED.. (AIR -TIGHT COVER REQUIRED).; OUTLET 6. .LAWN INSTALLATION STA TION B MUST ' S E 4" ABOVE FINISHED GRADE. 3Q» 7. DRIVE & SIDEWALK INSTALLATION MUST BE BROUGHT TO FINISHED GRADE; 8. TO BE INSTALLED ON PRIVATE'PROPERTY IN AN ACCESSIBLE LOCATION TO PLAN VIEW CITY PERSONNEL SPECIFICATIONS ' of College Station Utilities CONCRETE : Class f concrete with of design strength s B a 9 of g itof RBfiabie Afbrdab/4 Community' Owned 450 PSI at 2 days. Unit is monoli construction l floor slid first stage of wail Tel: 979764-3660 Fax:979-764-3452 with sectional riser to required depth. _ , C.I. CA571NOS: Cast iron frames and grates 'are 'manufactured SAMPLE WELL BASIN of grey castiron conforming to ASTM A40-78 Class 30, Heavy -Duty AASHTO H-20 SCALE REV NONE DwG NO: CSU -1 DATE FROM IQTQM 4P aiEASETRAP SaIPLE.wa1:. mANlrutr SEYEit Typicd app6cotloes Include mmmaotai and Fdtatrtd toad eervfa kttehaoe there maa;adw'geaae'may intxfare with the proper drdnoge of Ue eeaa eietem. The greme Inlerctptar to gnero0y butted bdow grade for gradty flaw eewc e}aleme, Aaomple wdl'e ulSaed an the outlet Ode for ampfnq 6y the (Deal at IharBt - CREASE INTERCEPTOR SCHE'WLE MODEL NO. CAPAOTY USOeI. GREASE CO. (LHS) EMPTY- WT (LOS) LENGTH L I WIDTH W' HEIGHT 9 INLET' t1.1 OUTLET Liz GT=51[10: 500 1 1.200 :9.500 Y-IV I -4' 4'-6` s-3' CT-750 750 1,700 9.90D 7-10• I 4-4•. e'-0' 4-5•. Y-r OT-1000 1.000 Z300 13.350 Or -Or V-07: 6' 0` 4•-V 4-5•. OT-1250 1,250 Z900 14,6W 9' r S-e' S' 0 4'-V V-e CT-1500 11500 . _ .3,500 15.050 W ,- 5'-e• 7 0' . Wr 5or OT-2000 2,o0D 4.500 21.25D V"O 6'-0•.. 8'-o' 0--V 5'-0' GT--25M 2,500 5.700 27.050 1s 0' 7'-07 7-6' W-9• 5'-e CT-30DO 3.000 8,200 33.150 1s- 0 T-071: 8'-a" e_9•' 6'_Jr OT-350D 3,500 000 38,550 IS -OP 7-0! er-e' r-r 7-0' 0T-4000 4,000. &300. 3&100 18'-0' 8'-5' 1 7-0', 1 iC—Vl pia■-L�� 1 in chSca120 feet'1 Y OTHER SIZES \' ARE AVAd era r. OONTAC U T S FOR MORE NFORMA71 � �' 1 I. i j (j S 9CifiCatiOnEngineeringct IIII III I Scv P Data' � i f u'�y ui j t m C9NCRETE : Close 11 concrete with design strength of The grease intsreeptar is. structurally A:.hydraulkdiy engSlee 4 to conform. to - - IIIi IIII. II 'ly 4500 PSI at 28 days. Unit is of monolithfe regiansl plumbFq eodae reaammmdeTln moat olika, Conwllt w:'th isod outhcd - 7 - _ Lte , pmeWctlan' at floor, brat stage of wall and batfls for epeel6o appOpotlon_rep64emaeta with sectional river to required- depth Monolithic :j IIII IIII Ii s a. O. ` PROPOSED SEWER MH i PROP 6"(IN)=.334.50 EXISTING. SEWER .MH ? 1' 5.87 L.F. OF 8" PVC PROP 8"(IN)=333.00 8" PVC IN (NE) 335.20 `n 3DR267ASTM D3034) EXIST 8"(IN)=332.87' 8" PVC IN (SE) 333.1.7 -7 13% SLOPE EXIST 8 (OUT)=332.85 0" PVC OUT (NW)= 333.10 1.' 24' MH RIM NW)= 341.20. ! 32.79 sa i } . -':Pv„-GG ....... ,F._ry ...F;r m {' F t.,. -- '-i'---•, / /1/ _ 2�- E r L` ... : .: , „ : _. ,.,. _ ;:_ F ' y. f r __,,.._. . ;-' �; § °t C. c.:._"_ � t' Pi' G 6" PVC j 39.46 L.F.L F. OF 6" RVC i D3034) / SAMPLE %� i / (SDR26-ASTM D3034) t`' r SLOPE / WELL i / i ® -3.42 % SLOPE s ' FL=335 O6�%i� .-•der.=': I r ' i ' _ ef,. 73 sL bafoe requtrad. Olds -In type Is not acceptable Shop drawings doll biduds complete structural k bodym.cyeaiculatlone - - • aertiRed by a licensed Profeeefaial engineer. REINFORCEMENT: Grade 60 rofntorasd with eleO robot antogninqq � to ASTM A616 on r wired centers "or a ucF required q consult with Pork. Equipment Campony for exact. akwwtton dknenatone da _ , ..:.,;I y} y f ,. a t f ,r shipping Informa tion. C.I. CManh IPP 9 jit Ii ✓ ?, : ' t }..,-! CASTINGS: ! ds fromee eowre mtee as onufocWr ,� of req� ELEC dare ter Manholebetraffic be duty, .1 nominal 24 Inch �i- AL ' M7 � 'tr�',,tLy/t diameter and b e ttoRia Out,:' � ' emt ammewr EPA sio. ¢ID13 II a e GREA..E INTERCEPlO } r . 888- 611. -PARK SERIES GT - 500 THRU 4000 GALLONS = = — — - I'(. l : a tl ., ) 3 I PARK _ � . � �. � ENVIRONMENTAL EQIAPMENT wWW.pB�K USA:corri SCALE NONE DWG; NO. REV. -Expect the Best" unT> 2010 GT 1 A Full Depth Saw Cut (Each S4000 psi CONCRETE ) ' Partial Depth Saw. Cut ide(REINFORCED ) Leave 12" Existing Rebar Each 'Side (Each Side) \fi L_/__ L / / / /1 2mement �j ;Cement i2-WL a�� ' Yc i I., s s . ?RP ..� 2a-R P-uy �� p� 12.E Y ti z p-- - �' 1^>31Y-• �,� oa ono » 33 and'"r. -z off : and „s -a SEE ELECTRICAL SHEET rt fit 1 Li.,L F 1J t` i• 7z� 12-W(. OR DETAILS:. TO - _, � .? ,-C A h lac �C `(,�t L, ,13 } r �}-.L �`-""'---- -- i2 FOFO r 12-WL __ 47''� -r I t O _ -„ _ u 7 �1 f .1 b�., i b_` k•H l t-� r.t:. , 00 PROJECT BENCHMARK: CITY OF COLLEGE STATION GPS MON # CS94-110, ALUMINUM DISK IN CONCRETE, 2.6 FT SW OF LIGHT POLE AT NORTH CORNER OF MAPLE ST. AND WELLBORN RD, N=10211269.2311, E=3548882.9806, Z=345.87, PROJECT COORDINATE: X= 548882.9806, Y= 211269.2311, ELEV.= 345.87 } t_y l'4ul\4-3 I NUN i UNAL , ., AREAS AREAS -FINISHED GRADE BEDDING MATERIAL TO EXTEND 6" BELOW BOTTOM OF PIPE I Quantity Estimate: _ Parking Garage 26.10 8" D-3034 PVC SDR 26 250.00 10" D-3034 PVC SDR 26 99.00 12" D-3034 PVC SDR 26 129.04 SEE PAVEMENT 53.36 15"HDPE ADS N-12 18"HDPE ADS N-12 WT WT SECTION FOR DEPTH. Site: 200.93 6" D-3034 PVC SDR 26 222.48 8" D-3034 PVC SDR 26 197.62 10" D-3034 PVC SDR 26 46.38 12" D-3034 PVC SDR 26 STORM DRAIN D-3034 PVC SDR 26 HDPE ADS N-12 WT Cl III RCP per ASTM C-76 RCB per ASTM C 1577 & C 1677 TYPICAL STORM DRAIN TRENCH DETAIL TRENCH AND EMBEDMENT TO BE SUBSIDIARY TO UNIT PRICE OF PIPE. 166.79 15" HDPE ADS N-12 WT 3` 40.46 18" HDPE ADS N-12 WT 226.40 24" Cl III RCP per ASTM C-76 1151 5'x3' RCB per ASTM C1577 & C1677 34 BACKFILL MATERIAL LEGEND CLASS OF MATERIAL CLASS OF MATERIAL PER ASTM D2321-89 COMPACTION REQUIREMENTS 33 STRUCTURAL Q IV A OR IV B 95% MAX. PER ASTM 85% MAX. PER %WETOF ASTM O%WETOF OPT. MOISTURE OPT. MOISTURE 33E II, III, OR Q 95% MAX. PER ASTM E D698 @ 0 TO a 4% WET OF OPT. MOISTURE E © CEMENT STABILIZED SAND 95% MAX. PER 95% MAX. PER € `* (SEE SPECIFICATION ASTM D558 @ ASTM D558 @ � N THIS SHEET) 0 TO 2% WET OF OPT. MOISTURE 0 TO 2% WET OF OPT. MOISTURE 334 0 1A OR 1B 95% MAX. PER ASTM DI557 @ 95% MAX. PER ASTM DI557 OPT. MOISTU EOF @ MOISTU EOF OPT. o' TESTING REQUIREMENTS ONE TEST PER 200' OF TRENCH PER 2' FILL 332 9. VALVt: EXTENSION TO BE USED 1. FINELY DIVIDED EARTH FREE OF ROCK, LUMPS AND CLODS 6. ALL FITTING SHALL BE MECHANICL JOINTS UNLESS n . I 24" X 24" X W' ONLY WHEN TOP OF GATE VALVE EXCEEDING 6" SHALL BE PLACED BY HAND, AND OTHERWISE DIRECTED. - 28-DAY CONCRETE IS DEEPER THAN 5 FEET FROM COMPACTED AROUND THE CAST IRON PIPE TO A DEPTH OF STRENGTH = 2000 psi FINISHED GRADE. 12" OVER THE TOP OF THE PIPE BEFORE BACKFILL IS BEGUN 7. HYDRANTS SHALL BE LOCATED NO CLOSER THAN I16 24" X 24" X 6" D p WITH #4 BAR AROUND 2. ALL VALVE OPERATING NUT BY ANY MECHANICAL EQUIPMENT. 3 FEET MEASURED FROM THE BACK OF CURB TO THE ( 28-DAY CONCRETE -I ALL VALVE BOX. EXTENSIONS ARE TO BE MADE 2. ALL CONCRETE BLOCKING SHALL BE - 28 DAY CONCRETE FACE OF THE STEAMER ON THE FIRE HYDRANT. I STRENGTH = 2000 psi p �' WITH #4 BAR AROUND o OF STEEL, SIZED AS NOTED, STRENGTH = 2000psi. 8. IF MAIN VALVE IS WITHIN 50 FEET OF FIRE HYDRANT THEN AND PAINTED WITH TWO (2) ASSEMBLY VALVE MAY BE OMITTED ON A DEAD END HYDRANT ALL VALVE BOX. I-'- - COATS OF METAL PAINT. 3. ALL THRUST BLOCKING SHALL PROVIDE A MINIMUM OF LEAD WITH NO ADDITIONAL CONNECTIONS. o TRAFFIC RATED COPPERHEAD 2 SQUARE FEET OF BEARING AREA OF CONCRETE ON SNAKEPIT TEST STATION OR 3. EXTENSIONS SHALL BE A MINIMUM UNDISTURBED SOIL, OR AS DIRECTED BY THE ENGINEER. 9. HEIGHT OF FIRE HYDRANT MEASURED FROM THE STEAMER APPROVED EQUAL OF ONE (1) FOOT LONG. 4. WATER MAINS WILL NOT BE FULLY PRESSURIZED UNTIL GRADE. SHALL BE 18 TO 24 INCHES ABOVE NEAREST FINAL VIEWA - A 4. VALVE BOX LIDS LOCATED ON CONCRETE HAS REACHED 7 DAY STRENGTH. VALVES TO ISOLATE FIRE SUPPRESSION LINES FROM PUBLIC 5. ALL PIPE WILL BE LAID SO AS THE ENTIRE BARRELL T,VWA -A WATER LINES SHALL BE AMPro WILL HAVE FULL BEARING ON THE FINE GRADED USA, LL562 LOCKABLE LID, TRENCH BOTTOM. BELL HOLES SHALL BE CUT FOR STANDARD FIRE HYDRANT EACH BELL AND FIRE HYDRANT. GATE VALVE WIVALVE BOX TRAFFIC RATED COPPERHEAD WATER LINE STANDARD FIRE HYDRANT S REQUIRED + SNAKEPIT TEST STATION OR APPROVED EQUAL VALVE BOX PER SPECS WITH BOX EXTENSION AS NEEDED VALVE BOX PER SPECS. STEAMER NOZZLE CHAINS 1' MIN. TO BE REMOVED BY TEE OR TAPPING 2" SQUARE AWWA NUT CONTRACTOR PRIOR TO SLEEVE & VALVE f�7 EXTENSION WITH A A CITY'S ACCEPTANCE OF AS REQUIRED 1 .. CENTERING COLLAR. WORK. REQU RED I A 6.. NATE 4' TO 51 FROM TERMITOP OF BOX. FINISHI-D GRADE ' BURY LINE 2" SQUARE AWWA NUT AS EQ'D ARIE ANCHOR 900 BEND EXTENSION WITH GATE VALVE---w CENTERING COLLAR. ( 6" STD. WNALVE BOX Z TERMINATE 4' TO 5' d GATE VALE STANDARD FIRE HYDRANT FROM TOP OF BOX. WITH SS E OL rs c gip GgTE XALVE (SEE NOT 8) 6" D.I.OR C909 PIPE + 9 AWWA C900 W/STAINLESS 6" MJ ANCHOR PRESSURE PIPE STEEL BOLTS ' COUPLING i CON RETE c7 14ga.INSULATED BLOCKING COPPER TRACER PVC OR D.I. PIPE PEA GRAVEL - FILL WIRE WEEP HOABOVE THRUST BLOCK FIRE HYDRANT LOCATION " REALIGN AS NEEDED TEE OR TAPPING SLEEVE & VALVE BLOCK USING 12"x12"x4" BLOCK AS DIRECTED. MECHANICAL JOINTS I MIN. DIMENSION APPROX. AS REQUIRED WITH SET SCREW PRECAST CONCRETE EQUAL TO ONE BAG OF RETAINER GLANDS . SACKRETE OR MEGA LUGS 6" X 12" GRADELOK BLOCK AS DIRECTED W/M.J. SPLIT GLANDS ROTATE TO FINAL GRADE) STANDARD FIRE GATE VALVE &BOX OPTIONAL HYDRANT ASSEMBLY WI-00 SS MBLY WI-02 2" SQUARE x 2" HIGH TRAFFIC RATED ac REFER TO TECHNICAL SECTION OPERATING NUT COPPERHEAD 09 0312 FOR TRACER WIRE SNAKEPIT TEST INSTALLATION STATION OR TRAFFIC RATED COPPERHEAD APPROVED EQUAL APPROVED ESTEQUSTATION OR GROUND LEVEL 90° r-. . 24"x24"x6" VALVE OPERATING NUT 214 "" "� CONCRETE PAD EXTENSION MAX' METAL DETECTOR TAPE THICKNESSSS STEEL (STD.) 5" DIA x MIN METAL DETECTOR TAPE PLATE w/ 90° CUT-OUT 48" MIN. 1" DIA STEEL ROD TRACING WIRE 14ga SOLID TRACER WIRE SHALL END SQUARE SOCKET COPPER AT A TEST STATION. 2" DIA INSIDE 21/4" DEPTH TWO 3/8" SET SCREWS ON (118" MIN WALL EITHER SIDE TO LOCK THE THICKNESS) OPERATING NUT. SCREWS TYPICAL UTILITY PIPE TYPICAL UTILITY PIPE ARE TO BE FLUSH WITH OUTSIDE EDGE OF BOTTOM SOCKET TRACER WIRE MUST BE INSTALLED DEAD ENO DIRECTLY ABOVE THE PIPE. #r GATE VALVE EXTENSION 71-011 UTILITY PIPE LOCATION MATERIALS W1-03 NOTES: UG OR 1. FURNISH AS SHOWN ON PLANS A AND ON ALL VALVE SIGN POSTS. PIPELINE VR RW 10, BLACK TEXT--,,,,,2. SIGNS TO BE CONSTRUCTED FROM 20 GA. STEEL BAKED ON WARNING SIGN E ° .q UNDISTURBED ENAMEL FINISH. FURNISH ONE DIRT 10" 'UNDERGROUND WARNING AND ONE VALVE SIGN / PIPELINE AND ONE POST FOR EACH VALVE °Y °'. `� 24" MIN. CONTACT THE CITY INSTALLED AND AT OTHER o • � BEFORE EXCAVATING LOCATIONS AS SHOWN ON PLANS. p. • o � END OF LINE FURNISH SAME NUMBER OF WATERLINE CAP/PLUG YELLOW REPLACEMENT SIGNS AS FOR EACH BACKGROUND 14„ INSTALLED (OMITTING VALVE NUMBER OP! VALVE SIGN o . • M. J. TEE .', (NOT A SEPARATE PAY ITEM)OR CROSS V AL V BEDDING SAND 7" NO. I 2" BLACK PRESSURE 3' X TX 6" ' v TO BE ADDED AFTER CONCRETE SLAB NOTE: PAINTED. BASIC SIGN HAS BEEN b : ' •: , DIMENSION FOR CONCRETE 2 A WHITE U"-� . b VARIES WITH WATERLINE SIZE MIN. BACKGROUND LAN VIEW MJ PLUG ✓ ro.99•, v • �, b. PIPELINE WARNING SIGN zFu'" VALVE IDENTIFICATIO UNDISTURBED DIRT TED SEL 8' BLUE, HEAVY D NG VALVE BOX AND SHAFT EXTENSION CHANNEL POS MEGALUG a' ' 4'•0" CAST IRON VALVE BOX COVER s PIPE ..er•.'> ,.: • ' C TE SLAB 2' X 4' X 6" CONCRETE SLAB 6" MIN. v. `' "`' 4%0" NOT GREATER 2. •b THA N 45 %ACK FILL ' AMERICAN FLOW CONT NCH 6" DIP W/RETAINING 9� ADAPTER OR AN APP EQUAL GLAND AT BEND AND G 'A "• 12" MIN. PLUG. a 9 CONCRETE p OG SECTIONA A i yo THRUST BLOCK , RESTRAINED JOINT 6" M. J. ELL PLACED ON T� NOT W/ THRUST BLOCK UNDISTURBED SOIL INSTALL ANCHOR COUPLING COMPA (THIN LIMITS AND REDUCER AS REQUIRED END OF LINE BLOCKING OFA33EM LLBE95% STANDARD 0 PER ASTMD698 IN -LINE BLOW OFF ASSEMBLY W3-00 W3-01 NOTE: 1. EMBED COPPER LINE IN TAMPED SAND FROM BRONZE INSECT SCREEN r ---- 7L GALV. ELL UNDISTURBED SOIL TO 6" ABOVE AND ON BOTH W/S.S. HOSE CLAMP � I SIDES OF COPPER PIPE. AIR RELEASE/VACUUM GALV. NIPPLE I I REMOVE AND DISCA 2. PAYMENT FOR BID ITEM OF "AIR RELEASE VALVE" BREAKER VALVE I _-AFTER USE MJ PLUG SHALL INCLUDE ALL MATERIALS AS SHOWN IN VAL R MO MODEL 101 ((1 ") 2" METER BOX WITH I I GRADE VALVE BOX AND SHAFT EXTENSION OR MODEL E E b 4'-0" CAST IRON VALVE BOX COVER DETAIL, INCLUDING MAIN LINE TAPPING SADDLE. APPROVED E CAST IRON LID I I�SCH. 40 GALV. PIPE i I T X 4' X 6" CONCRETE SLAB 3. PIPE SIZE SHALL BE 1" OR 2". I I AFTER BLOW -OFF b , 4 4. SIZE OF LINES AND VALVES MAY BE MODIFIED BY 11 INSTALL MALE QUICK AMERICAN FLOW CONTROL THE ENGINEER EXIST. GRADE 41 CONNECTION & CAP TRENCH ADAPTER OR AN APPROVED HOT -BOX POLY ROX I EQUAL MODEL PHRI (1") WITH 4"APPROVED HEAT OR MODEL PHR2 2" "' ' BRASS BALL VALVE PIPE MATERIAL MJ TAPPED CAP WITH HEAT OR APPRO EQUAL IRON PIPE THREAD COMPRESSION FITTING AND BALL VALVE BRASS THREAD PIPE WATER 4" X 3' 3' X CONAD FOR 1" PIPE CONCRETE SHALL BE BRASS ELL 4" X 5' X 3' CO E PAD FOR 2" PIPE; COPPER EXPOSED TO MAIN SLEEVED WITH APPROVED MJ TAPPED CAP COPPER PIPE SLEEVING ' CONCRETE BLOCKING TO TYPE "K" COPPER TUBING BE IN ACCORDANCE WITH WATER 4" M. J. ELL PLACED ON CONCRETE BLOCKING TO DETAIL W3-00 MAIN UNDISTURBED SOIL BE IN ACCORDANCE WITH ETAIL W3-00 ./ TAPPING SADDLE W/ BRASS NIPPLE 411 END OF LINE CORPORATION STOP. 2" BLOW -OFF RISER. BLOW -OFF RELEASE VALVE & VACUUM CHECK VALVE W3-02 FW737- 0 3 W - 1 IIF'W O 1 OLUGn NU I Cs: - 1. ALL CALCULATIONS ARE BASED ON INTERNAL PRESSURE OF 200 psi FOR 24" AND SMALLER INNER DIAMETER PIPE. 2 ALL BEARING SURFACE -' TEE SCHEDULE ID in HRUS tons C ft A ft VOLU E C.. 4 6 8 5.1 1.5 2.5 0.3 10 12 11.3 1.5 3.5 0.6 NOTES: 1. NO SPLICES IN COPPER TUBING WILL BE ALLOWED STRAIGHT BALL VALVE W/ PLUG O z FOR SINGLE SERVICE OR BETWEEN THE SERVICE (2 FOR DOUBLE SERVICE) z SADDLE AND THE WYE FOR DOUBLE SERVICE. 1-1i2" BALL VALVE S OF THRUST BLOCKS SHALL BE PLACED AGAINST UNDISTURBED 2. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR (FOR DOUBLE SERVICE TO PRESSURE EARTH OR ROCK. TEST LINE IMMEDIATELY AFTER THE ONLY) 3. CONCRETE FOR BLOCKING SHALL BE 2000 psi. STREET CROSSINGS HAVE BEEN INSTALLED. - - = 4' MIN.- - - - -� 4. DIMENSIONS MAY BE VARIED AS REQUIRED BY 3. MARK EACH SERVICE END WITH METAL "T" POST PAINTED BLUE. FIELD WHERE AND AS DIRECTED BY THELn ENGINEER. THE VOLUME OF CONCRETE 4. MATERIAL USED SHALL BE AS SPECIFIED OR AN VIEW A A SHALL NOT BE LESS THAN SHOWN HERE. APPROVED EQUAL. ** SEE TECHNICAL SECTION 331213 O CD 5. ALL CONNECTIONS TO BE COMPRESSION TYPE. FOR MATERIAL REQUIREMENTS DOUBLESERVICE cn 5. WATER MAIN SHALL NOT BE PRESSURIZED UNTIL ALL CONCRETE BLOCKING HAS REACHED 1500 psi. 6. ALL SERVICE WYES & EXTENSIONS ARE TO BE NOTE: INSTALLED WITH THE MAIN LINE CONSTRUCTION. w USE POLYETHYLENE WRAP OR HORIZONTAL THRUST BLOCK SCHEDULE EQUAL BETWEEN CONCRETE 7. METERS AND VALVE BOXES SHALL BE PLACED BY THE CITY UPON PAYMENT OF FEE. CONC. CURB &GUTTER Ir 3 A B C E G VOLUME A 2" MIN: 24" MAX. STRAIGHT BALL VALVE 2' MI . WITH PLUG (2 FOR DOUBLE SERVICE) 1 APPROVED SERVICE SADDLES FOR DUCTILE AND PVC OR TAPPED TEE 4' MIN. THRUST BLOCK DETAILS A I" TYPE "K" COPPER TUBING (2 FOR DOUBLE SERVICE) 1-1/2" X 1" BRASS WYE CONCRETE SHALL NOT ® (1 FOR DOUBLE SERVICE) POUR CONCRETE AGAINST EXTEND BEYOND JOINTS CORP STOP UNDISTURBED EARTH 1" TYPE K COPPER TUBING (SINGLE SERVICE) 1-1/2" TYPE K COPPER TUBING (DOUBLE SERVICE) C WATER LINE SEE NOTE 1) (1--1/2" BALL VALVE TRENCH 1'-0" WATER ONLYDOUBLE SERVICE PIPE NEW WATER SERVICE (SHORTAND LONG SIDE) X X W2-0 ` ' •:: +: • - ; ..: THRUST STRUCTURAL BACKFILL AREA INCLUDES m w • •. • :.• . ¢ t9 : ;;• : ALL PAVED AREAS (SIDEWALKS, STREETS, ALLEYS, `• ^t DRIVEWAYS,AND PARKING AREAS AND SHALL �• �' EXTEND 5' BEYOND THE CURB LINE. STRUCTURAL BACKFILL SHALL BE CEMENT STABILIZED (SEE .' '`' ; ' .• - ` PIPE DETAIL W4-02 - AREASTO BE PAVED OR EXCAVATED 4' 2' 2' 2' 2' ~:' : • ''� JOINT SOIL COMPACTED TO 98% MAXIMUM DRY DENSITY AS NEAREST BEL T T PER ASTM D698 WITHIN OPTIMUM TO +4% WET OF JOINT ( NEAREST 6'8" TYP MAX MAX 6'8" TYP. 6'8" TYP. �� INNER - • P AREAS) M (SEE DETAIL W402 -NON-STRUCTURAL EA. ENb) 1" MAX 01A.•t O� CLR. C IA. POUR CONCRETE �Q o DIA. EARTH AGAINST UNDISTURBED SECTIONX-X PLAN VIEW a/c �`�� I 5' M--� C 1 � � r' ? �JQ'P�pe� CARRIER PIPE CASIN ER STEEL CASING 1-PC. PULL -ON WATER G! '� i TIGHT NEOPRENE END 5 G �Jj ADJUSTABLE TOP RUNNERS ^u a-tn Q J k SEAL WI STN. STL. OY O PAVEMENTAREAS CLAMPS "APS" OR TO MAINTAIN 1" MAX CLR. T ¢ m0 `�5 ly ! CC�{ ..PSI" MAX O �. ¢J E----STEEL CASING mm B/C NO CLAMP • : (� .. • . SIQEWA4 F(. NOTE: CASING SPACERS T SPRINGLINE 30* POUR AGAINST I 8" WIDE BAND STAINLESS 5' I r 4-RUNNER MIN. ((THRU 24' DIA UNDISTURBED j + CASING) OR 6-RUNNER MIN STEEL (TYPE 304) EARTH (24"-42" DIA. CASING) ST SS RUNNERS AT ENE INSULATION SLEEVE STL. TYP " WIDE BOTTOM 45 B N PIPE AND BAND ^ �- POLYMER ERAt�UNN NTERED TEE THRUST BLOCK OR OR NON -CENTER AR BELL, MIN. POLYMER ER (TYP) RESTRAINED F OTATION; STRUCTURAL BACKFILL AREA INSULATED MOD " NC., OR "CASC TYPICAL HORIZONTAL CASING DETAIL THRUST BLOCK W2-00 W2-02 W2- E: 1. E INFORMATION ON WATER AND SEWER LINE CROSSING SEE CITY GA 1 INFORMATION TION ON WATER AND SEWER LINE CROSSING SEE CITY G G S PECIFICATION FOR WATER AND SEWER LINE CONSTRUCTION STA RMA ON FOR WATER AND SEWER LINE CONSTRUCTION E BOX 2. STEEL CA L BE AS SPECIFIED IN THE TECHNICAL SPECIFICATIONS. 2. STEEL CAST BE AS SPECIFIED IN THE TECHNICAL SPECIFICATIONS. 3. DRY BORING PRE ET BORING ALLOWED ONLY WHEN APPROVED BY 3. DRY BORING IS RE r- THE CITY ENGINEER. 4. PIPE CROSSING A ROAD E INSTALLED ABOVE THE MAIN ITTIES INTO ►��r'9J 4. PIPE CROSSING A ROADWAY INSTALLED ABOVE THE MAIN IT TIES INTO WITH A BEND SUCH THAT THE IPE CAN BE PULLED ABOVE THE PARALLEL WITH A BEND SUCH THAT THECA E CAN BE PULLED ABOVE THE PARALLEL TEE OR TAPPING MAIN. MAIN. SLEEVE & VALVE TEE OR TAPPING AS REQUIRED SLEEVE & VALVE ENCASEMENT AS REQUIRED 2'-0" IN. NCASEME 2'-0" MIN. WATER LINE WATER LINE OPEN CUT OPEN CUT ° LIMIT LIMIT F P W �WeONT!!�, MIN. MIN. .......... , GATE VALVE 3'.0" MIN. SIDEWALK MAY BE OPEN CUT GATE VALVE E LOW DITCH FLOW LINE. ar H ORED AS O BY E-I STEEL CASING T ER AS REQUIRED CARRIER PIPE CARRIER PIPESTEEL CASING§ YPICAL URBAN CITY STREET CROSSING TYPICAL RURAL STREET CROSSING -q W (Z) SELECT MATERIAL ORIGINAL GROUND OR 0 MATERIAL RIA EXCAVATED AT FROM E M THE DITCH WHICH IS FR EE E OF BOTTOM M OF SUB -GRADE NOTES: ROCKS LUMPS CLODS OR DEBRIS LARlaER THAN TWO (2) INCHES IN THE LARGESTMAXIM DIMENSION),COMPACTED N D 1. FORBEDD/NGAND TRENCHING WITH/NALL EXISTING MINIMUM 8 ( TA D MAXIMUM MOISTURE AS DETERMINED BY PAVEDAREAS SEEASTM 0698 ((STANDARD AT A MOISTURE CONTENT WITHIN � , ) DETAILS FOR OPEN CUT STREETS. OPTIMUM TO +4% OF OPTIMUM UNDER NON-STRUCTURAL ; ;;F " .r'j:, °i": ' (Details ST4.013, S74-01, ST4-02). THIS NOTEDOES AREAS(ie...YARDS, PASTURES, EASEMENTS) AND TO A 2'_.; NOTAPPLYTOSTREETSBEING RECONSTRUCTED. MINIMU M OF o cr•-.. 98 /o OF MAXIMUM DENSITY A ['SE _ A SELECT MATERIAL S DETERMINED .. .:�,.::� ?.r,.., ; :..;.. , . „ , .`�- ± �'"a,-"':_.•:.:::,,.:. Q T MAT AL 2 EVERY 100 FEETPROV/DEA WATER STOP BLOCK BY ASTM 0698 (STANDARD)) AT A MOISTURE CONTENT WITHIN COMPOSED OFCE MEN TSANDORNAT/VEMATER/AL OPTIMUM TO +4% OF OPTIMUM UNDER NEW STREET AREAS A SELECT MATERIAL - DEPENDING ON EMBEDMENT. BLOCK SHALL BE6FEET AND STREETS TO BE RECONSTRUCTED. ( �- © CEMENT STABILIZED SAND /NLENGTH• NOBEDD/NG SAND/N TH/SAREA. 8.._ 12" MAX. 8"-12" MAX. © MANUALLY CONSOLIDATE 3. ALL BEDDING & INSTALLATION OF PVC PIPE SHALL B GRANULAR MATERIAL / B ((MANUALLY CONSOLIDATE O T OPTIMUM MOISTURE) �AT OPTIMUM MOISTURE) BE IN ACCORDANCE WITH ANSIJAWWA STANDARDS MATERIAL SHALL BE BANK RUN RIVER SAND WHICH IS FREE FOR PVC PIPE. OF DETRIMENTAL QUANTITIES OF CLAY, DEBRIS, OR ORGANIC `' ` 4. ALL BEDDING & INSTALLATION OF DUCTILE IRON PIPE 4�- .:; LABORATORY METHODS, MEET THE FOLLOWING REQUIREMENTS: SHALL BE IN ACCORDANCE WITH ANSI/AWWA C150/A21.50 4" MAXIMUM LIQUID LIMIT 45- UNDISTURBED SOIL 5. COMPACTION SHALL BE ATTAINED BY MECHANICAL UNDISTURBED SOIL MAXIMUM PLASTICITY INDEX 15 PIPE I I TAMPING. MAXIMUM PERCENT PASSING IW' SIE SIEVE 35 O.D. O.D. , 44- 6. RELATIVE COMPACTION SHALL BE TESTED IN THE MINIMUM PERCENT PASSING 3/4" SIEVE �00 PLACE METAL DETECTOR PRESENCE OF THE CITY ENGINEER. THE MATERIAL SHALL A FREE FLOWING AND WHEN WET SHALL 6" MIN./12" MAX. TAPE AT A MINIMUM OF 24" 6' MIN./12" MAX. 7. DUST RESULTING FROM THE CONTRACTOR'S NOT ADHERE TO FORM A BALL WHEN PRESSED IN THE HATJD, ABOVE TOP OF PIPE PERFORMANCE OF THE WORK, EITHER INSIDE OR AREAS TO BEPAVED OUTSIDE THE RIGHT-OF-WAY, SHALL BE CONTROLLED © CEMENT STABILIZED SAND NON STRUCTURAL BY THE CONTRACTOR. ARFAS OR STREETS TO BE 8. ALL TRENCHES SHALL BE BACK FILLED AND TEMPORARY PAVING OR PLATING PLACED AT THE END OF EACH RECONSTRUCTED WORKING DAY. BEDDING AND TRENCH FOR DI PIPE & PVC PIPE CITY OF BRYAN The Good Life, Texas Style." W4-02 GENERAL NOTES: - ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER HAVE BEEN BARED BY CONSTRUCTION SHALL BE ADEQUATELY BLOCK SODDED OR HYDROMULCHED AND WATERED UNTIL GROWTH IS ESTABLISHED. IN DEVELOPED AREAS WHERE GRASS IS PRESENT, BLOCK SOD WILL BE REQUIRED. BARED AREAS SHALL BE SEEDED OR SODDED WITHIN 14 CALENDAR DAYS OF LAST DISTURBANCE. APPROVED EROSION CONTROL MEASURES MUST BE INSTALLED DRAWN B Y : C.L.M. DURING THE ENTIRE TIME THAT EARTH HAS BEEN BARED BY CONSTRUCTION AND SHALL STAY IN PLACE UNTIL ACCEPTABLE DATE: 08 -01-12 VEGETATIVE GROWTH IS ESTABLISHED AFTER CONSTRUCTION IS COMPLETE AND THEN REMOVED BY CONTRACTOR. SCALE: N T S ALL EROSION CONTROL MEASURES SHOULD BE CLEANED OF SILT AFTER EVERY RAIN. APPROVED. W. P. K. ESTABLISHMENT OF VEGETATION MAY BE A WARRANTY ITEM. FIGURE: SHEET 1 OF 2 III METER NUT SIZE FOR, II D PART NO. 3/4" x 2.5" Long C38-23-2-5 3/4" x 3" Long C38-23-3 3/4" x 12" Long C38-23-12 1" x 2.625" Long C38-44-2-625 1" x 8.5" Long C3844-8-5 1-1/2" Meter Nipple C38-66-2-875 1-1/2" Meter Bushing BBIM-66 2" Meter Nipple C38-77 2" Meter Bushing BBIM-77 z 0 in w SPECIAL CONDITIONS 1. METER REGISTER SHALL BE NO DEEPER THAN 12 INCHES BELOW FINISHED GRADE. 2. FLOOR OF VAULT WILL BE A MINIMUM OF 6 INCHES FROM BOTTOM OF ANY PIPING APPARATUS OR METER WITHIN THE VAULT. 3. REINFORCED CONCRETE VAULT BASE (FLOOR) SHALL BE CONSTRUCTED USING A STANDARD FIVE SACK CONCRETE MIX AND REINFORCING COMPRISED OF #3 REBAR ON 12 INCH CENTERS WITH A MINIMUM BASE THICKNESS OF 6 INCHES. 4. SET SCREW RETAINER GLANDS SHALL BE INSTALLED AT EACH FITTING ON MECHANICAL JOINT PIPE. 5. VALVES SHALL MEET THE CITY SPECIFICATIONS FOR VALVES.. 6. THERE SHALL BE NO PIPING UNDER THE FLOOR OF THE VAULT. MODEL SIZE L1 W1 H1 WEIGHT DMC-CS3 3" 8'-8" 5'-0" W-6" 12,000 DMC-CS4 4" 8'-8" 5'-0" V-6" 12,000 DMC-CS6 6" 11'-0" 6'-0" 4'-9" 12,000 ,� +..,: •: -:-.:,..;.,•..,,•--.....,,:.,,.:�•,�.,.;, : - := NRS GATE VALVE FLG. COUPLING ADAPTER ' (TYP-2) w/FLG. SPOOL NRS FLG GATE "' `y MFG: PARK EQUIP. CO. VALVE (TYP-2) ', MODEL: DMC-CS APPROVED 3" OR LARGER COMPOUND METERS. VAULTS & MATERIALS .L ry ROD (TYP) APPROVED METERS - SENSUS SRH (U. S. GALLONS) f• "". ' s..:: s: •-•"" _ APPROVED VAULTS - PARK DMC-BR SENSUS C2 OMNI FLG TEE PRE -CAST CONCRETE TOUCH READ 1000 (TYP-2) VAULT W/ ADEQUATE GALLON w/STRAINER ACCESS AND VAULT PLAN T/JTW DIMENSIONS FOR METER SELECTED CONCRETE L10 W136"x60" APPROVED MATERIALS - DUCTILE IRON PIPE WITH MECHANICAL JOINT. SET SCREW SINGLE LEAF GALVANIZED GLANDS WILL STEEL HATCHWAY (H-20 RATED) BASED ON ALL FIITTINGS. . DUCTILE IRON (TYP) ANY DEVIATIONS FROM THE ABOVE SPECIAL CONDITIONS OR APPROVED METERS, VAULTS OR MATERIALS MUST BE SUBMITTED TO THE p DIVISION MANAGER, WATER SERVICES, 72 HOURS PRIOR TO ANTICIPATED DEVIATION. GALVANIZED STEEL __ PIPE SUPPORT (TYP) GRAVEL BED 12" SQ SUMP Wl CAST IRON GRATE AND OPTIONAL DRAIN vATrolyylEw CITY OF COLLEGE STATION METER VAULT ASSEMBLY w5-00 METER NUT SIZE •FORD PART NO. 3/4" x 2.5" Long C38-23-2-5 3l4" x 3" Long C38-23-3 3/4" x 12" Long C38-23-12 1" x 2.625" Long C38-44-2-625 1" x 8.5" Long C38-44-8-5 1-1/2" Meter Nipple C38-66-2-875 1-1/2" Meter Bushing BBIM-66 2" Meter Nipple C38-77 2" Meter Bushing BBIM-77 NOTES: SEE NOTE 7 1. A MAX. OF 4 AND A MIN. OF 2 THROAT RINGS SHALL BE USED AT EACH MANHOLE IN NEW OR EXISTING RIGHT-OF-WAY. 2. USE AOEKA SEALANT OR APPROVED EQUAL BETWEEN RING/COVER ADJUSTMENT RINGS AND CHIMNEY OR CORMLICONE SECTION. S A O AZ SEWER SIGN-""pNN°E T0. OW., I ME IRON MANHOLE COVER MANHOLE SIGN N' 3 FROM FLOWNHOLE LIN TO RIM AS FOLLOWSNDATION OR EQUALE (30" DIA. OPENING) (SEE DETAIL S5-02) 6'-0" MANHOLE DEPTH (FT.) BASE THICKNESS 3' MIN. STD. DUCTILE IRON MANHOLE 0-12____________8" -7 COVER AND FRAME 12 AND OVER_ _ _ _ _ _ _ _ _ 12" (30" DIA. OPENING) OR EQUAL 4. MANHOLE LOCATION AND COMPACTION AS FOLLOWS: 12" MAX. SEE NOTE 1 ".rin - , 4 J/Ill J LOCATION COMPACTION REQUIREMENT �' . � 12MAX.MAX.SEE NOTE 1 PAVEMENT_ _ _ _ _ _ _ _ 98 % STANDARD PROCTOR - ASTM D 698 2,-6„ ° 2'10" LANDSCAPE AREA- - _ _ 90 % STANDARD PROCTOR - ASTM D 698 CLASS "A" CONC. PRECAST REINFORCED y-6" ° b .v 5: NO RINGS ARE REQUIRED OUTSIDE OF 3000 PSI IN 28 DAYS CONC. MANHOLE SECT. VARIES ASTM DES. C-478 STREET RIGHT-OF-WAY VARIES (SEE TABLE) _ 8' GREEN, HEAVY DUTY, 6. IN FLOODPLAINS OR AREAS OF CONCENTRATED VARIES BACK AROUND MH ° WING CHANNEL POST FLOW, THE CONE SHALL EXTEND 1 FOOT ABOVE PLUG 6" M)N:: ijl- BACK FILL AROUND SHALL BE AS PER NOTE 4 VARIES THE BASE FLOOD ELEVATION OR A BOLT DOWN 9„ MH SHALL BE AS 5"MIN. u WATER -TIGHT RING AND COVER SHALL BE USED, MAX - PER NOTE 4 (SEE TABLE) �Rjy�BBER-GMORTAR SEALNJOINTS VENTED WHERE REQUIRED. ' 7. WARNING SIGN ONLY TO BE PLACED WHERE 112 1 -c' . • INSIDE AT ALL JOINTS SEWER CROSSES OPEN FIELDS. � ' � 9'.'` 9„ MAX • - PLUG ° F611 MIN. 2-0 INVERT = 3/4 DIAMETER OF PIPE UP TO 24". 24" AND LARGER 4•q �� °.4 .p SHALL BE FULL DEPTH INVERTS. ... , BASE WATERSTOP-PIPECONX - MANHOLE ADAPTER SEAL, #4 BARS, 8" O.C.E.W. OR APPROVED EQUAL. (2 REQ'D) #4 BARS BENT @ 90- AND NOTE: DEPTHS GREATER THAN 12' TIED TO WALL AND BASE. WILL REQUIRE 2 MATS OF WATERSTOP•PIPECONX REINFORCING STEEL IN THE MANHOLE ADAPTER SEAL, #4 BARS, 8" O.C.E.W. BASE. OR APPROVED EQUAL. (2 REQ'D) NOTE: WILL REQUIRE 2 2' MATS OF REINFORCING STEEL IN THE BASE, CASTINPLACEMANHOLE PRFCASTMANHOLE STANDARD MANHOLE 9T00 ORIGINAL GROUND OR BOTTOM OF SUBGRADE NOTES: OA SELECT NATIVE MATERIAL " 1- FOR BEDDING AND TRENCHING W/TH/NALL EXISTING PAVEDAREAS, MATERIAL EXCAVATED FROM THE DITCH, (WHICH IS FREE OF 2' A SELECT MATERIAL SEEDET " AILS FOR OPEN CUTSTREETS. TREETS. Deter//s S - ROCKS O T4 00, ST4-01 ST4-02J. ,LUMPS, CLODS, OR DEBRIS LARGER THAN TWO {2) " - � �' •� THIS NOTEDOESNOTAPPLYTO STREETS BEING RECONSTRUCTED. INCHES IN THE LARGEST DIMENSION), COMPACTED TO A A SELECT MATERIAL 2. ALL BEDDING & INSTALLATION OF PVC PIPE SHALL BE IN ACCORDANCE MINIMUM OF 90% OF MAXIMUM DENSITY AS DETERMINED BY 8"-12•' O �- ° '.;': © CEMENT STABILIZED MAX. ' SAND ASTM D698(STANDARD) AT A MOIS E TOANSIIAWW TUR CONTENT A STANDARDS FOR PWITHIN VC PIPE. o B (MANUALLY 8"-12"MAX 3. ALL BEDDING & INSTALLATION OF DUCTILEOPTIMUM TO +4/o OF OPTIMUM UNDER NON-STRUCTURAL � O (CONSOLIDATE B ( A Y IRON PIPE SHALL BE IN AREAS (ie...YARDS, PASTURES, EASEMENTS) AND TO A / AT OPTIMUM / 0 E ACCORDANCE TO ANSI/AWWA C150/A21.50. MINIMUM OF 98%OF MAXIMUM DENSITY AS DETERMINED MOISTURE) /0 M MOIST RE BYASTM D698 STANDARD AT A MOISTURE CONTENT WITHIN 6" BELOW ) ( :` 4: COMPACTION SHALL BE ATTAINED BY MECHANICAL TAMPING. OPTIMUM 6 8 (S A DARD ) A UNDER NEW STREET AREAS PIPE BELL 6" BELOW 5. ALL TRENCHES SHALL BE BACK FILLED AND TEMPORARY PAVING OR AND STREETS TO BE RECONSTRUCTED. O.D.PIPE BELL PLANKING PLACED AT THE END OF EACH WORKING DAY. PIPE c UNDISTURBED SOIL O.D. UNDISTURBED SOIL © GRANULAR MATERIAL O.D.- J PIPE MATERIAL SHALL BE BANK RUN RIVER SAND WHICH IS FREE O.D. OF DETRIMENTAL QUANTITIES OF CLAY, DEBRIS, OR ORGANIC MATERIAL AND WHICH, WHEN TESTED BY STANDARD 6"MIN./12" MAX. PLACE METAL DETECTOR 6.. MIN./12" MAX. LABORATORY METHODS, MEET THE FOLLOWING REQUIREMENTS: MINIMUM MAXIMUM LIQUID LIMIT 45 ABOVE TOP TAPE AT A MOF IMUM OF 24" PIPE MAXIMUM PLASTICITY INDEX 16 MAXIMUM PERCENT PASSING NO.200 SIEVE 35 NON-STRUCTURAL AREAS TO BE PA VED 3/4" SIEVE 100 THE MATERIAL SHALL BEINIMUM PERCENTING FREE FLOWING AND WHEN WET, SHALL `LA'S OR STREETS TO BE NOT ADHERE TO FORM A BALL WHEN PRESSED IN THE HAND. RECONSTRUCTED © CEMENT STABILIZED SAND BEDDING AND TRENCH FOR DI PIPE & PVC PIPE S 1-Ol NOTES: 1. FLOW SHALL BE MAINTAINED DURING CONSTRUCTION. 2. THIS DETAIL TO BE USED WHEN A 6" OR LARGER LATERAL NECESSITATES CONSTRUCTION OF A NEW MANHOLE, 3. FOR ADDITIONAL STANDARDS NOT SHOWN, SEE "STANDARD MANHOLE" DETAIL S1-02. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR SUPPORT OF EXISTING SEWER DURING INSTALLATION OF MANHOLE. 5. DOGHOUSE OPENING MAY ONLY BE USED WHEN PLACING A NEW MANHOLE OVER AN EXISTING LINE; OTHERWISE, THE OPENING MUST BE CAST. SIZE, LOCATION, AND ANGLE OF ENTRY SHALL BE AS REQUIRED BY THE PLANS. 6. EXCAVATE TRENCH TO MIN.13" BELOW BOTTOM OF EXISTING PIPE, COMPACT SUBGRADE. PLACE AND COMPACT 6" OF GRANULAR BEDDING. MONOLITHIC POUR OF MIN. 7" DEPTH, 6 SACK TOPPING MIX TO BE PLACED INSIDE, UNDER, AND OUTSIDE MANHOLE BARREL FROM SURFACE OF BEDDING, AROUND CONCRETE BLOCK RISERS, TO A POINT APPROXIMATELY AT THE SPRING LINE OF THE EXIST. PIPE. 7. DURING THE SAME POUR, THE FINISH MANHOLE SHELF SHALL BE FORMED AND FINISHED AROUND THE BARREL AND EXISTING PIPE AS SHOWN. 8. AFTER CONCRETE SHELF HAS CURED THE EXISTING PIPE SHALL BE SAW -CUT ON BOTH SIDES TO THE FINISHED SHELF GRADE AND REMOVED. THE EXISTING PIPE SHALL FORM THE TROUGH OF THE MANHOLE AS SHOWN. FILE CUT PIPE TO GIVE SMOOTH EDGES. PROVIDE A WATERTIGHT SEAL. RAM -NECK GASKET OR APPROVED EQUAL AROUND THE PIPE AT MANHOLE WALL. MANHOLE SECTION MIN. 24" BETWEEN CUT-OUT AND MANHOLE CONE. EXISTING SEWER FILL-IN BETWEEN DOG HOUSE FORM SHELF SLOPE AT MAIN CUT-OUT AND PIPE WITH 1"IFT. NEAT AND SMOOTH. NON -SHRINK GROUT AND CONCRETE BRICK AS NEEDED BASE MAINTAINING INSIDE MANHOLE WALL SHAPE. MINIMUM 3 - 2-1/2"X6"X16 ? CONCRETE BLOCKS. (TYPICAL) '• •"`:= .Q 6" OF GRANULAR BEDDING CITY OF COLLEGE STATION GRAVITY SEWER DOGHOUSE MANHOLE MANHOLE DIA. MAIN SIZE 4 FT <181n. 5 FT Z18in. <301n. 6 FT >_361n. PIPE O.D. PLUS 4" PERIPHERAL STARTER" HOLES (SEE NOTE 1.) %11 OPENING CREATION DETAIL i NOTES: 1. 1" DIA. "STARTER" HOLES SHALL BE DRILLED THROUGH WALL OF EXISTING MANHOLE SPACED 3" APART CENTER TO CENTER. AFTER "STARTER" HOLES HAVE BEEN INSTALLED AND APPROVED BY A CITY INSPECTOR, THE CONTRACTOR SHALL BEGIN REMOVING THE CONCRETE INSIDE THE PERIPHERAL "STARTER" HOLES. CONCRETE SHALL BE REMOVED WITH PNEUMATIC HAND TOOLS. 2. THE NUMBER OF REBAR DOWELS SHALL VARY WITH SIZE OF OPENING. REBAR SHALL NOT BE SPACED MORE THAN 12" CC. 3. WATERSTOP SHALL BE INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURERS REQUIREMENTS. 4. CONCRETE SHALL BE 3,000 P.S.I. (3:) MANHOLE CONNECTION DETAIL I B REMOVE INVERT AS REQUIRED AND NEW INVERT FOR NEW LINE. NEW INVERT SHALL HAVE SMOOTH TRANSITION INTO EXITING INVERT. REWORK EXISTING INVERT AS REQUIRED. NON -SHRINK GROUT DIAMETER 1'-0" VARIES 2" CLR. NON -SHRINK 1.4. SYNKO-FLEX PREFORMED (TYP•) GROUT NEW INVERT PLASTIC ADHESIVE �- ' WATERSTOP, OR APPROVED PIPE O.D. #3 REBAR (14" LONG EMBEDDED AN� EQUAL. (SEE NOTE 3.) PLUS 18" EPDXYED INTO MANHOLE WATERSTOP - PIPECONX MANHOLE ADAPTERPIPE WATERSTOP-PIPECONX WALL 3". (SEE NOTE 2.) O.D. SEAL, OR ED MANHOLE ADAPTER SEAL, PLUS 18" EQUAL.. (2 REQ'0) OR APPROVED EQUAL. (2 REQ'D) CONNECTION DETAIL SECTION VIEW CONNECTION DETAIL SECTION VIEW - B.1 8 2 MANHOLE BASE SHALL BE PLACED ON FIRM SUBGRADE. ADDITION OF CEMENT STABILIZED ND OR GRAVEL MAY BE REQUIRED TO LIZE FOUNDATION. 5" MIN..-.'!. CEMENT STABILIZED 12" SAND AS SHOWN 12" IES SECTIDNA A 3„ CEMENT STABILIZED SAND AS SHOWN �f„�t•<; - 3" 3„ WIVIA RIESfi : r� A VARIES: A ,., .. .4. . VARIE ' ` 3,. SIZE X SIZE WYE SIZE X SIZE WYE 45° BEND 4 SEE BASE -�- - 4-�- NOTE FOUNDATION t14 BARS, 8" O.C.E.W. -DEPTHS MANHOLE ADAPTER S NOTE: GREATER THAN 12 FEET WILL OR APPROVED EQUAL. REQUIRE 2 MATS OF REINFORCING (2 REQ'D) STEEL IN THE BASE CITY OF COLLEGE STATION OUTSIDE DROP MANHOLE ONLY ALLOWED FOR MAINLINE CONNECTIONS (6'ANDLARCER) NOTE: MANHOLE BASE SHALL BE�CE SUBGRADE. ADDITION OFSAND OR GRAVEL MAYBE yrix . STABILIZE FOUNDATION. SECM ONA -A STANDARD CLEANOUT STANDARD CROSS IN 24,IN. 24" E E B 4 MIN. VARIES C M NT STABILIZED SAND AS SHOWN. STANDARD CROSS 4 3„ VAF IE3.7I� VARIES A,+:� 3„ A ° BEND Altle 90° BEND S BASE 6" MIN. FOUNDATION #4 BARS, 8 O.C.E.W. - DEPTHS WATERSTOP-PIPECONX GREATER THAN 12 FEET WILL REQUIRE MANHOLE ADAPTER SEAL, BASES OF REINFORCING STEEL IN THE 2 RAPPROVED EQUAL. CITY OF BRAYN OUTSIDE DROP MANHOLE ONLYWI-IENAPPROVED BYCITYENGIAEER S2-01 'ES: 1. EACH PIER SHALL BE COMPLETED IN A SINGLE CONTINUOUS POUR. CHAMFER EDGES 3/4". CONTRACTOR SHALL CONSTRUCT CONCRETE PIER TO A MINIMUM EPTH OF W OR TO A DEPTH WHERE A GOOD BEARING SOIL IS COUNTERED. 4. SHAFTS SHALL BE BORED VERTICALLY PLUMB WITHIN LERANCE. 5. AL ORMATION SHOWN IS CITY MINIMUM. ALL PIERS SHALL BE DE ED BY A PROFESSIONAL ENGINEER. 12,p CHO( PIER DIA. AS %SHOWN ON PLANS PLAN DUCTILE IRON PIPE WRAP WITH ONE LAYER OF TAR PAPER TO PREVENT BONDING w 0 a.D= S�O <Q:c U (2 REQD. PER A -,..A 26" M zw " U.. --VERTICAL STEEL AS P I v ' #4 BAR HOOPS, 12" O.C. y. p R p T W UNUISTURBED EARTH m INTO HOLE vu�nnrrJ� TYPICAL CONCRETE DRILLED PIER FOR AERIAL SEWER S4-0 NOTE: MANHOLE BASE SHALL BE PLACED ON FIRM SEWER FNp SUBGRADE. ADDITION OF CEMENT STABILIZED DROP INFL SAND OR GRAVEL MAY BE REQUIRED TO OVA/A��E PI STABILIZE FOUNDATION. C IN EXISTING MANHOLE, PLACE PVC MAIN „ ELBOW ON BENCH GROUT NEW BENCH SEWER TO SPRINGLINE cn AID TROWEL SMOOTH. PIPE z FORM SMOOTH CHANNEL TO INVERT. '' O ALL NEW CONNECTION AT EXISTING cn MANHOLES SHALL BE BY CORING ONLY , , :.:;•:,-• f .; .4-. LLJ PLAN MAN VER AND FRAME A. OPENING) OR EQUAL E RINGS FOR 8" 18"MAX A ENT TO FINISH DE AS PER DETAIL S1-02 - NOTE 1 PRECAST FLAT -TOP LID 30 BACK FILL AROUND MH f VARIAB 'MIN) :.: SHALL BE AS PER z ;.. , I � 51NCH DETAILS1-02-NOTE 4 THICKNESS I (MIN) USE RAM -NECK GROUT '.`'' OR :I' �APPIROVED EQUAL PVC IN JOINTS SEE PLAN OR PROFILE FOR PIPE I CROSS SIZE, TYPE AND INV ELEV : %:• S j 1-3/4" STAINLESS SIZE EQUAL TO STEEL BANDS -1/8" IPE SIZE `' % THICKNESS (TYP) W/ 4 W (TURN W/FLOW '' 5/8" STAINLESS STEEL OUT IN PLACE) i BOLTS W/EXPANSION ANCHORS (TYP) MATCH TOP OW SOFFIT TWf fl TAP O F Sr. FT E LARGEST PIPE IN LE : #4 BARS, 8" O.C.E.W. Al = z ro NOTE: DEPTHS GREATER " ••• ''' ' ' ' THAN 12' WILL REQUIRE 2 MATS OF REINFORCING STEEL IN THE BASE STAND-ARD D'•' ~r, W �7 W W � � w O � r 2" (51m LETTERING 33-1/4" DIA OLD 32-3/16" DIA [845mm] LETTERING STYLE: BOOKMAN OLD STYLE 2 [51mm] LETTERING [818mm] q LETTERING STYLE: s1- 9/16" , (2) PICKBARS BOOKMAN OLD STYLE 1/4" r6mm7 DIA [40mm] NEOPRENE GASKET (2) PICKBARS 4-1/2" a 7/16" [114mm] V 1 ® 8 [51MM] [51MM] I11mm] Oil 30 DIA �5i16" [762mm] [8mm] CnYCFBRYAN - N 2-9/16T 33-15/16" DIA---� �� [65mm] [862mm] , `rFW E R T R Y �� 40-3/4" DIA r [1035mm] 2" [51mm] LETTERING 2" [51mm] LETTERING IRAMESECTION (] LETTERING STYLE: PLAN VIEW "° LETTERING STYLE: F 300KMAN OLD STYLE BOOKMAN OLD STYLE MACHINED SURFACE 32" DIA 3-13/16" [96mm] d' �1813 mm] 5l8" [16mm] [38 mm] 2-7/16" i h [62mm] 7/8" � 7718" [22mm] VITI, a [73 mm] R 1-314" 'I" DIA X 4" LG r0 [R44mm] H.R.S. ROD COVF,R SECTION PICKBAR DETAIL w tt tt 0 J� NOTE: F CITY SPECIFIC SANITARY SEWER BOTTOM VIEW STANDARD MA HOLE LIDS TO BE USED FOR PUBLIC RING AND D COVER SEWER SYSTEMS ONLY. NOT TO OF COVER BE USED ON PRIVATE SEWER SYSTEMS. DUCTILEIRON V-1432--330-3454-01 13116" 38" DIA 3-13965mm] 1/4" (6mm [781 m" 3/4" [20mm] 96mm [ .250.. [761mm]DIA. [20mm _1 32-19mm] NEOPR KET " 1D OF GROOVE �_ '� [819mm] [6mm] �1l2' 2-718" 762mm m] 102mm [13mm] [2 mm] [73mm] [ ] BOLTHOLESECTION 1-3/4" 1" (25mm)) DIA. �.--32-5116 DI [R44mm] X E140mm] 331821m [-1/2" 11ACHINGR E OOVE ST LG STE L ROD DETAIL [7 " mm]4 3�mm PICKBAR DETAIL ] GASKET GROOVE FOR 1/4" r6mm DIA, -� ] SECTION PNEOPRENE GASKET 2-7/8'.• J MACHINED SUR CITY OF BRYAN 27mm [73m�LERIG TYLE: m] Te Good Life, Texas S&e'LETTERING A Bookman 01 Style 2" LETTERING S FLUSHED (4) 5/8"-11 NC X 2" LG (4) 5/8"-11 NC X 2" LG rJ r HEX SS CAP SCREWS HEX SS CAP SCREWS & NARROW ZINC PLT. & NARROW ZINC PLT. & o 0 �.L & RUBBER WASHERS RUBBER WASHERS. 4„ C [51mm] 4., [51mm] [102mm] ® za gmw-` � V,no 111 - CITY OFBRYAN (Ji sFW ICKBA 2 f5lmml LETTERING DRAWN BY: C.L.M. 2" [51mm] LETT (2) PLACES RECESSED FLUSH DATE: LETTERING 08 " 01 " 12 Bookman e PLAN VIEW BO EW SCALE: N T S NOTE:. WATER TIGHT MANHOLE RING AND CO APPROVED: W. P. K. CITY SIDE NITARY SEWER LIDS T ED FOR PUBLIC SE TEMS ONLY. PRIVATE SEWERWER DUCTILEIRON V-2432 3 dd EMS. S FIGURE: D ON PRIVATE I i SHEET 1 0F 2. NOTE: 1. ALL MATER ASTM D3034 SDR26 W/ 2. ALL SERVICE CONNECTIO EXTENSIONS ARE TO BE INSTAL WITH THE MAIN LINE CONSTRUCTIO . 3. A CLEAN OUT IS REQUIRED AND WILL BE INSTALLED BY THE CONTRACTOR AT THE ROW FOR EACH SERVICE. CLEANOUT SHALL INCLUDE A BRASS PLUG. 4. CLEANOUTS SHALL BE EXTENDED 4 FEET ABOVE NATURAL GROUND. CLEANOUT CAP FITTING SHALL BE PLACED ON TOP. 5. LOT CORNERS SHALL BE MARKED WITH A LATH UNDER THE SUPERVISION OF A RPLS UPON COMPLETION OF CONSTRUCTION ALLOWABLE TAPPING AREA SIDEWALK 1 I 1 2.0' 2' PVC - (SEE NOTE 2) STD. 45° PVC I 2' LINE BURY) CURB & PVC (SEE NOTE 2) SEE NOTE 3 (TYPICAL) I O 10: 3 O 1 W aw 2 2, a 4' SEE NOTE 3 PLAN CL Lu oz AT TIME OF••�� PLUMBER'S TIE-IN =-v st ww I v,z 2' J � -VARIES rnz ALLOWABLE TAPPING AREA - SEE NOTE 3 BENDS TO BRING en - T 7� T TEEFITTING STACK. VERTICAL I w (TYPICAL 45° BEND) 8BOTTOM P�y LIP OF CONNECTING PIPE SHALL NOT DIP BELOW (SEWE i w PVC (SEE NOTE 2 w CENTERLINE OF MAIN. (MIN. 1% SLOPES NOTE: co 1. ALL MATERIAL SHALL BE ASTM C (SEE NOTE 2) w p D3034 SDR26 WI GASKETS (MIN.1 /° SLOPE) 2. ALL SERVICE CONNECTIONS & BENDS TO BRING 1 �- TEE WYE SERVICE EXTENSIONS ARE TO BE INSTALLED WITH THE MAIN LINE CONSTRUCTION STACK VERTICAL (TYPICAL 45° BEND) FITTING (SEWER WYE AND 118 BEND; 3. A CLEAN OUT IS REQUIRED A ROTATE AS NEEDED) WILL BE INSTALLED CONTRACTOR AT HBY T STANDARD CONNECTIONPROFILE EACH SERVICE. SHALL D NECTIONPROFILE INCLUDE A B G. 4. CLEA ALL BE EXTENDED 4 CITY OF BRYAN F• NATURAL GROUND. CLEANOUT WING SHALL BE PLACED ON TOP. SANITARY SEWER SERVICE CONNECTIO GENERAL NOTES: ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER HAVE BEEN BARED BY CONSTRUCTION SHALL BE ADEQUATELY BLOCK SODDED OR HYDROMULCHED AND WATERED UNTIL GROWTH IS ESTABLISDHED. IN DEVELOPED AREAS WHERE GRASS IS PRESENT, BLOCK SOD WILL BE REQUIRED. BARED AREAS SHALL BE SEEDED OR SODDED WITHIN 14 CALENDAR DAYS OF LAST DISTURBANCE. APPROVED EROSION CONTROL MEASURES MUST BE INSTALLED DURING THE ENTIRE TIME THAT EARTH HAS BEEN BARED BY CONSTRUCTION AND SHALL STAY IN PLACE UNTIL ACCEPTABLE VEGETATIVE GROWTH IS ESTABLISHED AFTER CONSTRUCTION IS COMPLETE AND THEN REMOVED BY CONTRACTOR. ALL EROSION CONTROL MEASURES SHOULD BE CLEANED OF SILT AFTER EVERY RAIN. ESTABLISHMENT OF VEGETATION MAY BE A WARRANTY ITEM. METER BOX OR ST CLEAN -OUT BOOT AND SHALL EXTEND 5' BEYOND THE CURB LINE. STRUCTURAL BACKFILL SHALL BE CEMENT STABILIZED (OPTION NO. 21N S1-01E OR EXCAVATED SOIL COMPACTED TO 98% MAXIMUM DRY DENSITY AS PER ASTM D698 WITHIN OPTIMUM TO +4% WET OF OPTIMUM (OPTION NO.1 IN S1-01) v BIC �QI (I 5. PAVEMENT AREAS B/C • Xy 'SIDEWALK, 5' f I STRUCTURAL BACKFILL AREA �TYP- 4 I- '`-1" MIN. CLR. W Z STEE SING CARRI IPEJ CASING SPACER O o 1-PC. PULL- ATERJ ADJUSTAB P RUNNERS 0 m TIGHT NEOPR END TO MAINT " MAX CLR. > to SEAL W/ ST ESS Lu STEEL CLAMPS S" MAx NOTE: BAND CLAMP STE ASING CASING SPACERS -R ER MIN. AT SPRINGLINE (THRU 24' DIA CASING 6-RUNNER 8" E BAND STAINLESS IN. ((24"-42" DIA. CAS STAINLESS S (TYPE 304) STL.IYPE304; 8" WIDE W/ PROVIDE POLYMER RUNNERS; CE ED RUNNERS AT NE O NE INSULATION SLEEVE OR NON -CENTERED; CLEA LL, BOTTOM 45" BE EN PIPE AND BAND RESTRAINED FROM FL TA MIN PO R RUNNER (TYP) INSULATED- "APS, INC., MO 18" OR"CASCAbE" CASING D .AIL 55-03 2.-0.. VINE MIN. OPEN CUT OPEN CUT LIMIT LIMIT WIDT 3 -0" MIN. \-SIDEWALK MAY BE OPEN CUT OR BORED AS DIRECTED BY THE ENGINEER STEEL CASING AS REQUIRED CARRIER PIPE NOTE: 1. FOR MORE INFORMATION ON WATER AND ER E CROSSING SEE CITY STANDARD SPECIFICATION FO TER SEWER LINE CONSTRUCTION. 2. STEEL CASING SHALL BE AS SPECIFIE THE TECH L SPECIFICATIONS. 3. APPROVED BY THE CITY E'NGINEERRI LLOWED ONL EN S5-00 ICAL AN CITY �T � STET C SSING S5 04 NOTES: uk I- . I. FURNISH AS SHOWN ON PLANS O E�� AND/OR AT EACH MANHOLE WHERE MACHINE BORING BLACK SEWER LINE CROSSES OPEN FIELDS (TUNNELING) - BE CONSTRUCTED TEXT ARN I N 2 SIGNS GA. STEEL BAKED ON ENAMEL VARIES VARIES 10" FINISH. FURNISH ONE SIGN AND UNDERGROUND SEWER ONE POST FOR EACH OPEN FIELD 6" CLEAN OUT STACK CONTACT THE CITY AND AT OTHER LOCATIONS AS 5'-0" WIDTH OF PAVEMENT DIP OR PVC BEFORE EXCAVATING SHOWN ON THE PLANS. FURNISH MIN. MIN. FOR EARTH, SEE SAME NUMBER OF REPLACEMENT BEDDING AND SIGNS AS FOR EACH INSTALLED con � TRENCH DETAIL YELLOW (OMITTING MANHOLE NUMBER v �.L AW BACKGROUND 4.. ON MANHOLE SIGN) 'r' T-MANHO E (NOTA SEPARATE AY ITEM) '-0" BELOW DITCH FLOW LINE. CEMENT STABILIZED :�` 7" NO, w SAND AS SHOWN�\� 2" BLACK PRESSURE 2" CUSHION REQUIRED N SENSITIVE NUMBERS NOTE: STEEL CASING CARRIER PIPE FOR ROCK, CONCRETE TO BE ADDED AFTER 10"T BASIC SIGN HAS BEEN 1. FO RE INFORMATION ON WATER AND SEWER LINE CROSSING Ir , PAINTED S ITY STANDARD SPECIFICATION FOR WATER AND w NOT LESS THAN 3' ' WHITE R LINE CONSTRUCTION. • BACKGROUND 2. EL CASING SHALL BE AS SPECIFIED IN THE TECHNICAL SPECIFICATIONS. STANDARD CLEAN RY BORING IS REQUIRED. OUT FOR MAIN LINE SEWER WARNING AND MANHOLE �� TYPICAL RURAL STREET CROSSING 0 450 BEND S5-O 1 IDENTIFICATION SIGN 55-02i I S5-OM T NOTE: 1. WHERE DOUBLE WYE SERVICE ELEVATION IS LESS THAN 2'-7" BELOW PROPOSED BACK OFCURB, MIN. SLAB ELEV. MUST BE SET TO ALLOW SANITARY SEWER SERVICE. 2. MARK EACH SERVICE END WITH METAL "T" POST PAINTED GREEN. 3. ALL MATERIAL SHALL BE ASTM D3034 SOR26 W/ GASKETS 4. ALL SERVICE CONNECTIONS & EXTENSIONS ARE TO BE INSTALLED WITH THE MAIN LINE CONSTRUCTION. 5. A CLEAN OUT IS REQUIRED AND WILL BE INSTALLED BY THE PLUMBER AT THE ROW FOR EACH SERVICE. 6. LOT CORNERS SHALL BE MARKED WITH A LATH UNDER THE SUPERVISION OF A RPLS UPON COMPLETION OF CONSTRUCTION 7. WHEN SERVICE CONNECTION IS DEEP CONTRACTOR MUST PLACE A VERTICAL STACK THAT SHALL BE BROUGHT WITHIN 3-1/2 FEET BELOW NATURAL GROUND. ALLOWABLE TAPPING AREA 16•.1 BOTTOM LIP OF CONNECTING PIPE SHALL NOT DIP BELOW CENTERLINE OF MAIN. NOTE: 1. WHERE DOUBLE WYE SERVICE ELEVATION IS LESS THAN 2'-7" BELOW PROPOSED BACK OFCURB, MIN. SLAB ELEV. MUST BE SET TO ALLOW SANITARY SEWER SERVICE. 2. MARK EACH SERVICE END WITH METAL "T" POST PAINTED GREEN. 3. ALL MATERIAL SHALL BE ASTM D3034 SDR26 W/ GASKETS 4. ALL SERVICE CONNECTIONS & EXTENSIONS ARE TO BE INSTALLED WITH THE MAIN LINE CONSTRUCTION. 5. A CLEAN OUT IS REQUIRED AND WILL BE INSTALLED BY THE PLUMBER AT THE ROW FOR EACH SERVICE. 6. WHEN SERVICE CONNECTION IS DEEP CONTRACTOR MUST PLACE A VERTICAL STACK THAT SHALL BE BROUGHT WITHIN 3-1/2 FEET BELOW NATURAL GROUND. - ALLOWABLE - TAPPING AREA SEE NOTE 5 CONC. CURB SIDEWALK (TYPICAL) &GUTTER 4" PVC EXTENSION con � WIPVC CAP V 1 SIDEWALK (SEE NOTE 3) 2.0' ! SEE NOTE 1 PVC WPVC WITH tL 3.5' MAX. 1 (SEE NOTE 1.) AND NOTE 7) ' (SEE NOTE 3) 1 0 z I gv aJ (MIN.E4' BURY)t . O PVC (SEE NOTE 4) Z i A O 2.0' 2' DESIRABLE 10 (SEE NOTE 4) 2.0r .... STD. 45°PVC BEND -� / -"T Sr- (TYPI AL) � TEE WYE SERVICE FITTING L TASTM D3034 SDR26 PIPE (SEWER WYE AND 1/8° BEND) ? STD. PVC COUPLING W/GASKETS 1.0% MIN. Pj�j j�T 0 (PIPE IS NOT T O BE PLACED SEWER LINE U PROFILE CITY OF COLLEGE STATION U SEWER SERVICE LINE CROSSING S7-00 4" PVC EXTENSION W/PVC CAP R-O-W OR EDGE R-O-W OR EDGE OF EASEMENT (SEE NOTE 3) 2 0, OF EASEMENT 1 VARIES PVC WYE WITH u�j PVC CAP CL (SEE NOTE 3) i Oe Z 1 1. VARIES 3.5' MAX. I a.j `• ! / !/\\//\ !/\\!!\ (SEE NOTE 1 AND NOTE 6) ' 3.5' MAX. Z I (SEE NOTE 1.) PVC (SEE NOTE 3) I CITY 1 OF BRY1�].1. V (MIN.1 /° SLOPE) The Good Life, Texas Style." a 0 1 Lo STD. 450 BEND 1 SEE NOTE 5 tw- STACK VARIES 2.0' w IN HEIGHT PLAN LLJ PVC (SEE NOTE 3) wi 2.0 uO (MIN.1 % SLOPE) STD, 450 BEND w w TEE WYE SERVICE FITTING (SEWER TEE) TEE WYE SERVICE FITTING (SEWER WYE AND 118 BEND) STANDARD CONNECTIONPROFILE DEEP CONNECTIONPROFILE DRAWN B Y = C.L.M. DATE: 08-01-12 CITY OF COLLEGE STATION SCALE: N T s SANITARY SEWER SERVICE CONNECTION APPROVED: W. P. K. FIGURE: 57-01 SHEET 2 OF 2 CROSS SLOPE NOTES: 2% MIN. 1. SIDEWALK PLACEMENT SHALL BE IN ACCORDANCE WITH B/CS UNIFIED DESIGN GUIDELINES. CROSS SLOPE uj 2. FINISH: LIGHT BROOM FINISH. JOINTS TO BE TOOLED 1" DEEP AT AN INTERVAL EQUAL TO THE SIDEWALK WIDTH. EXPANSION JOINTS CROSS SLOPE SIDEWALK z @ 40' O.C.,CONTRACTION JOINTS @ 4- O.C. 2% to 4% 2% MAX.,1% MIN. J S. DOWEL IN AND TIE TO ANY CONCRETE STRUCTURE ADJACENT TO SIDEWALK (DRIVEWAY, INLET BOX, CURB, JUNCTION BOX, ETC.) - �- WITH #3 x 12" BARS @ 12" O.C. OR #4 x 12" BARS @ 18" O.C. 4. COMPACTION: COMPACTED SUBGRADE MATERIAL COMPACTED TO A DENSITY AT LEAST 98% OF MAXIMUM DRY DENSITY AS DETERMINED BY PROCTOR COMPACTION TEST ASTM D698 (STANDARD) AND SHALL BE 0-49/6 WET OF THE OPTIMUM MOISTURE CONTENT O 5. A MINIMUM CLEAR PEDESTRIAN WIDTH AS DEFINED BY TAS AND ADA SHALL BE PROVIDED FOR ENTIRE LENGTH OF SIDEWALK, 8' TYP. SEAL WITH EXPANSION NOTE: THIS DOES NOT TAKE INTO ACCOUNT DRAINAGE JOINT MATERIAL SMOOTH DOWEL BAR 1/2"0 X 18",12" O.C. REQUIREMENTS - BERMS MAY BE REQUIRED OUTSIDE OF THE SIDEWALK. 114" R (COATED WITH HEAVY 314" GREASE) 3'-O" MIN. 5'-0" VARIES m i 4" o _2 /o MAX. I P n i Ides Pect tndin ° tine RECYCLED `SEE NO i'' b 4 • 4weik . ° olSle w e HICK AS MANUFACTURE�/3- BY J.D. RUSSELL CO. OR ONG METAL OR PLASTIC CAP, INSIDE e " APPROVED EQUAL DIAMETER TO BE 1/16" GREATER -THAN '9 Sph ° > • � DIAMETER OF DOWEL BAR. CAP MUST BE LONG ENOUGH TO COVER 2"OF BARS @ 12" O.C.E.W. OR 28-DAY ARS @ 18" O.C.E.W. CRETE _ PSI ER TAS DOWEL AND HAVE STOP SO END OF CAP IS 1" FROM END OF BAR. (4T TH SEE F MIN) H NOTE STANDARDS AL G LOCAL ST TIS SIDEWALK EXPANSION ��IIIIIIIIIIIIIIIIIIIIIIi�'!��ilIIIIIIh11111111��";ai1111' 4' THE PLANS. **VARIES 1 I 41 GREEN SPACE s' SIDEWALK • '• ° • ' DETECTABLE PROPERTY LINE \ `� WARNING SURFACE PROPERTY LINE ** 23' (10' CURB RADIUS) cti9 21.6- (20- CURB RADIUS) 16.5- (25' CURB RADIUS) w cob 4- BE AS THE'PI ** VARIES I ° SIDEWALK h � r � \ Y a 3 Q VARIES--J, I "�-SEE NOTE 4 -28-DAY CONCRETE STRENGTH = 3000 PSI 4" THICK MIN.) SEE FINISH NOTE 3116" NOMINAL VARIES NEENAH GRATE ANNULAR SPACE E PLACE OR AP EQUAL :.t;;.y., . .. ,'•-No.4BARS 6" VARIES (TYp) TRENCH GRATE MAY ONLY BE ALLOWED WITH PRIOR APPROVAL FROM THE CITY ENGINEER AND WHERE THERE IS NO OTHER STORM SEWER SYSTEM AVAILABLE. w * 23' (10' CURB RADIUS) p � CROSS SLOPE NOT TO EXCE \ 2% OR BE LESS THAN 1% Y w 21.S' 20' CURB RADIUS �25' to PORTION OF RAMP OR T TION in 0 16.5' CURB RADIUS; 1 ° ° TO STREET ' ;< CROSS SLOPE NOT TO E ° • 1 2% OR BE LESS THAN 1° ANY ° PORTION OF RAMP O NSITION TO STREET 5' 3, 8' .° .+I F RA M P O 170 N TI r PORTION OF RAMP OR TRANSITION T I EEOF RAMP ORTRANSITION / RTION OF RAMP OR TRANSITION TREET / TO STREET / Po`J ti� j / + / j ryy PROPERTY PROPERTY / PROPERTY / LINE / DETECTABLE LINE / LINE DETECTABLE DETECTABLE WARN IN i / WARNING +1 & SIDE SWARNING URFACE �� - - ' y y1 SURFACE y _-- -- + 1 SURFACE 1 y RAMP %. 6' SIDEWALK AMP* k9.ee' vi-°• fig- Z 5' SIDEWALK RAMP 1:12 '� T, Z SLOPE t:e. 2 1:12 °4 I- SLOPE MAX. 3- EXPANSION JT_&_ _ 3- EXPANSION JT. & SMOOTH DOWEL BAR, 1/2" DIA. X 16", WITH SAC CAP (cb 12" O.C. MIN. COATED W/HEAVY OF CURB 6' REASE) 5" SIDEWALK AMBULATORY RAMP AT STREET INTERSECTION & DRIVES S DETECTABLE WARNINGS PEDESTRIAN FACILITIES CROSSWALKS: GENERAL NOTES: GENERAL NOTES: DETECTABLE z WARNING SURFACE CROSSWALK MARKINGS ARE IMPORTANT TRAFFIC CONTROL DEVICES AT CONTROLLED INTERSECTIONS. O THESE DEVICES IDENTIFY THE APPROPRIATE LOCATION FOR PEDESTRIANS TO CROSS THE INTERSECTION AS 1. CURB RAMPS MUST CONTAIN A DETECTABLE WARNING SURFACE THAT CONSISTS OF RAISED TRUNCATED 1. Ai ql oP R AREU MAXIMM ALLOWARLF THE LEAST POSSIBLE SLOPE THAT WILL STILL DRAIN PROPERLY I--i5 LANDING mw� w>w CQ WELL AS INFORMING DRIVERS WHERE PEDESTRIANS MAYBE PRESENT. NOT ALL LOCATIONS NEED THE DOMES COMPLYING WITH SECTION 4.29 OF THE TEXAS ACCESSIBILITY STANDARDS (TAS). THE SURFACE MUST SHOULD BE USED. ADJUST CURB RAMP LENGTH OR GRADE OF APPROACH SIDEWALKS AS DIRECTED. CROSSWALKS MARKED; HOWEVER TYPICALLY COLLECTOR AND ARTERIAL STREETS DO. AS STATED CONTRAST VISUALLY WITH ADJOINING INCLUDING SIDE FLARES. FURNISH DARK BROWN OR 2. LANDINGS SHALL BE A 5' X 5' MINIMUM WITH A MAXIMUM cn C:4#:MAX. Z IN THE TMUTCO, AN ENGINEERING STUDY SHOULD BE DARK RED DETECTABLE WARNING SURFACE ADJACENT TO UNCOLORED CONCRETE, UNLESS SPECIFIED ELSEWHERE 2% SLOPE IN ANY DIRECTION. z C) ; o a;a:c�;pp:pp:o;" :. AND USUAL N �:p`ipob: PERFORMED BEFORE CROSSWALKS ARE INSTALLED AT LOCATIONS OTHER THAN CONTROLLED INTERSECTIONS. IN THE PLANS. 3. MANEUVERING SPACE AT THE BOTTOM OF CURB RAMPS SHALL BE A MINIMUM OF 4' X 4' WHOLLY CONTAINED WITHIN N 4o q"a:p oD�p: THE CITY OF BRYAN'S PREFERENCE FOR MARKING 2. DETECTABLE WARNING SURFACES MUST BE SLIP RESISTANT AND NOT ALLOW WATER TO ACCUMULATE. THE CROSSWALK AND WHOLLY OUTSIDE THE PARALLEL VEHICULAR TRAVEL PATH. - CROSSWALKS IS THE LONGITUDINAL (OR "LADDER" I-L-I STYLE). THE CITY OF COLLEGE STATION'S "TRANSVERSE" 3. ALIGN TRUNCATED DOMES IN THE DIRECTION OF 4. MAXIMUM ALLOWABLE CROSS SLOPE ON SIDEWALK AND [if PREFERENCE IS THE TYPICAL STYLE; PEDESTRIAN TRAVEL WHEN ENTERING THE STREET. CURB RAMP IS 2%. 6" MIN. FACE OF 10" MAX. CURB HOWEVER, IN THE NORTHGATE AREA, ADJACENT TO SCHOOL OR SCHOOL ZONES, AND OTHER HIGH 4. SHADED AREAS ON SHEETS 3 AND 4 INDICATE THE 5. CURB RAMPS WITH RETURNED CURBS MAY BE USED ONLY PEDESTRIAN CROSSINGS, THE LONGITUDINAL (OR "LADDER" STYLE) IS PREFERRED. DEVIATION FROM APPROXIMATE LOCATION FOR THE DETECABLE WARNING SURFACE FOR EACH CURB RAMP TYPE. WHERE PEDESTRIANS WOULD NOT NORMALLY WALK ACROSS THE RAMP, EITHER BECAUSE THE ADJACENT SURFACE IS TYPICAL PLACEMENT OF DETECTABLE WARNING THESE PREFERENCES WILL BE ALLOWED ONLY WITH THE APPROVAL OF THE CITY ENGINEER. 5. DETECTABLE WARNING SURFACES SHALL BE A MINIMUM OF 24 IN DEPTH IN THE DIRECTION OF PEDESTRIAN TRAVEL, PLANTING OR OTHER NON -WALKING SURFACE OR BECAUSE THE SIDE APPROACH IS SUBSTANTIALLY OBSTRUCTED. OTHERWISE, PROVIDE FLARED SIDES. SURFACE ON LANDING AT STREET EDGE THE LONGITUDINAL STYLE MARKING SHALL BE 24" WIDE AND 8 FEET IN LENGTH SPACED 48-INCHES APART. THE TRANSVERSE MARKINGS SHALL CONSIST AND EXTEND THE FULL WIDTH OF THE CURB RAMP OR LANDING WHERE THE PEDESTRIAN ACCESS ROUTE ENTERS THE STREET. 6. ADDITIONAL INFORMATION ON CURB RAMP LOCATION, DESIGN FOUND IN IGHTRELECTIVE VALUE AND TEXTURE THE CURRENT EDITION OF THE TEXAS MAY BE SW2-00 OF UNMARKED PAVF TWO 12-INCH I EMENTDE E ALL CROSSWALK PAVEMENT S SEPARATED BY 6 FEET6. MARKINGS SHALL ALWAYS MEET ROBS S SPECIFICATION FOR TYPE I MARKINGS UNLESS OTHERWISE APPROVED DETECTABLE WARNING SURFACES SHALL BE LOCATED SO THAT THE EDGE NEAREST THE CURB LINE IS A MINIMUM OF 6" AND A MAXIMUM OF 10" FROM THE EXTENSION OF THE FACE OF CURB. DETECTABLE WARNING SURFACES MAY BE ACCESSIBILITY STANDARDS (TAS) AND 16 TAC 68.102. 7. TO SERVE AS A PEDESTRIAN REFUGE AREA THE MEDIAN SHOULD BE A MINIMUM OF 5' WIDE. MEDIANS SHOULD BE Z Q Z LANDING BY THE CITY ENGINEER. CURVED ALONG THE CORNER RADIUS. DESIGNED TO PROVIDE ACCES%BLE PASSAGE OVER OR O ADDITIONAL INFORMATION ABOUT CROSSWALK MARKINGS 7. ACCEPTABLE PAVER MATERIAL SHALL BE CLAY, VITRIFIED THROUGH THEM. WAND CAN BE FOUND IN THE TMUTCD. POLYMER COMPOSITE, PRECAST POLYMER CONCRETE, 8. CROSSWALK DIMENSIONS CROSSWALK MARKINGS AND COE WITH CONCRETE. STOP BAR LOCATIONS SHALL BE AS SHOWN ELSEWHERE Lu CROSSWALKS BRICK PAVERS, STAMPED ASPHALT, IN THE PLANS. AT INTERSECTIONS WHERE CROSSWALK WARNING SURFACE STAMPED CONCRETE ETC., SHALL ALSO REQUIRE RETRO-REFLECTIVE, THERMOPLASTIC TRANSVERSE MARKINGS ARE NOT REQUIRED, CURB RAMPS SHALL BE ALIGNED WITH THEORETICAL CROSSWALKS, OR AS N PARALLEL TO RAVEL) STRIPING. DIRECTED BY THE ENGINEER. 4" MAX AND USUAL 9. EXISTING FEATURES THAT COMPLY WITH TAS MAY REMAIN IN PLACE UNLESS OTHERWISE SHOWN ON THE PLANS. 0. 10. HANDRAILS ARE NOT REQUIRED ON CURB RAMPS. PROVIDE 4FEODE o z 4':p:p:.e :o aA,E FLARE iv ;p;,o:• :ua po P.) CURB RAMPS WHEREVER ON ACCESSIBLE ROUTE CROSSES (PENETRATES) A CURB. 11. SEPARATE CURB RAMP AND LANDINGS FROM ADJACENT SIDEWALK AND ANY OTHER ELEMENTS WITH PREMOLD OR BOARD JOINT OF 314" UNLESS OTHERWISE DIRECTED BY THE ENGINEER. CE OF 10" MAX 12. PROVIDE A SMOOTH TRANSITION WHERE THE CURB RAMPS CURB CONNECT TO THE STREET. TYPICAL PLACEMENT OF DETECTABLE 13. FLARE SLOPE SHALL NOT EXCEED 10%MEASURED ALONG CURB LINE. WARNING SURFACE ON SLOPING RAMP RUN SW2-01 1" 2", GENERAL NOTES (PAVERS) 2-3/81: FURNISH DETECTABLE WARNING PAVER UNITS MEETING ALL REQUIREMENTS OF ASTM C-936, C-33. LAY IN A TWO BY TWO UNIT BASKET WEAVE PATTERN OR AS DIRECTED. O z Q z 5' x 5' LAY FULL-SIZE UNITS FIRST FOLLOWED BY CLOSURE UNITS - CONSISTING OF AT LEAST 25 PERCENT OF A FULL UNIT. CUT a: 11 LANDING z DETECTABLE WARNING PAVER UNITS USING A POWER SAW. WE o¢� 4"T O O O O ]J� .� w >v LANDING w�o at- Ui 8.. � � N0. 3 REBAR AROUND PAVER INSET at, DETECTABLE WARNING PAVER WITH TRUNCATED M\ j DETECTABLE 4" MAX DOME SURFACE DETECTABLE WARNING PAVER WITH AND USUALTRUNCATED WARNING PAVER EXPANSI"EjDO DOME SURFACE coo E- c A AS REQUI I" MORTAR BED -SHALL CONFORM TO APPLICABLE -.L SIDE F E N 1.1XSLOP iv SIDE FLARE SIDE FLARE (TYP.) (TYP) SPECIFICATIONS CONTROL JOINT PERMISSIBLE a MAX. � (TYPICAL) � „: + srf ski �� - A: 8 E-6- FACE OF FACE OF CURB MIN. 4" -�-, (TYPICAL) 4' RAMP WIDTH (TYPICAL) CURB No. 3 REBAR AT-/ 18' MAX,) ON -CENTER w (TYPICAL) TRUNCATED DOME PATTERN BOTH WAYS CURB RAMP CLASS A CONCRETE - SHALL CONFORM TO APPLICABLE SPECIFICATIONS TYPICAL AMBULATORY RAMP W/ FLARED WINGS DETECTABLE WARNING PAVER sECTIONA A 0 con SW2-02 SW2-03 o r O ,art W Concrete Pad ( I F D C Conduit Entry G 00 000 g 1 I C NOTE: All Dimensions Are In Inches 8" C`OOOOOO'0 4" 1 /2" Rebar 18" Center to Center Both Ways Class "A" Concrete As Per City of College Station Specifications. XFMR A B C D E F G MAX KVA Inches inches inches inches inches inches inches WEIGHT 100 Single through 24 11 54 70 10 49 15 2,500 Phase 250 112.5 through 46 15 91 91 21 55 22.5 4,915 300 500 through 53 15 111 105 21 69 29 9,500 Three 1000 Phase 1500 & 58 15 114 120 25 80 28 15,000 2000 CONCRETE PAD SPECIFICATION CAUTION TAPE 30" MIA(. 48" 48" 1 FT. MIN. MIN FILL DIRT IMC CD POWER POLE FSECONDARY 2 Fr STAND FILL D/RT PRIMARY GROUND PVC FEMA ADAPTOR ----..o 7 L LONG SWEEP ELBOW 90' RISER POLE AND TRENCH DETAIL ELECTRIC FACILITIES Existing = RED Demo Or Move = GOLD oo® = Pad Mount Transformer �ph 0 = Primary Pull Box 0 = Pad Mount Switch Gear SP-00 p = Meter ■....... 0........... EXISTING 2-4" PVC CONDUITS. = REMOVE EXISTING WIRE. REUSE CONDUITS ONE WITH 1/0 3PH PRIMARY. WIRE BY CSU. PROPOSED ;OSElad, 2 ss PVC CONDUITS. � N. ..- R.._,.. y EX � S 6 ] s "''ii ' I ENE) TO F, :V 'ti 'TC H G E s 1 R WIRE BY CS�U- PROPOSED 2-4" PVC CONDUITS. = INTERCEPT EXISTING, EXTEND TO SWITCHGEAR WIRE BY CSU. = Existing Electrical (ENERGIZED) °'eOq e + • s r a • + e •• ee• e +•+a �'+e CONTRACTOR WILL INTERCEPT 24" e+• ;+ ••• CONDUITS AND 2-6" CONDUITS AND •.• ; ••+ • ; EXTEND TO SWITCHGEAR ++• /� 'e; •++ LOCATION AS SHOWN. 1 n CONSTRUCTION NOTES 1. THESE DRAWINGS REPRESENT QUANTITY AND TYPE OF MATERIAL TO BE USED. EXACT LOCATION OF EXISTING AND NEW FACILITIES SHOULD BE VERIFIED PRIOR TO BEGINNING WORK. THE FACILITY LOCATIONS ARE NOT TO SCALE ON THESE DRAWINGS. 2. BEFORE CONSTRUCTION STARTS, CONTRACTOR SHALL MEET WITH THE ELECTRICAL DIVISION REPRESENTATIVE FOR EXACT CONDUIT ROUTING AND INSTALLATION INSTRUCTIONS. CONDUIT INSTALLED WITHOUT PRIOR APPROVAL MAY HAVE TO BE REMOVED AND REINSTALLED AT THE CONTRACTOR'S EXPENSE. 3. ALL CONDUIT SHALL BE INSPECTED BY THE CITY ELECTRICAL DIVISION REPRESENTATIVE BEFORE IT IS COVERED, NO EXCEPTIONS. 4. ALL UNDERGROUND CONDUIT TO BE GRAY SCHEDULE 40 PVC. SUBSTITUTIONS WILL BE CONSIDERED WITH PRIOR NOTIFICATION. 5. CONTRACTOR WILL INSTALL CONDUIT FOR ALL CONDUCTOR RUNS. 6. ALL CONDUIT WILL BE INSTALLED BY CONTRACTOR TO CITY SPECIFICATIONS. 7. ALL CONDUIT STUBBED OUT OR INSTALLED FOR FUTURE USE WILL BE CAPPED AND MARKED WITH RED STEEL T POST. NO EXCEPTIONS. 8. PRIMARY CONDUIT WILL BE INSTALLED AT A MINIMUM 4' DEPTH BELOW FINISHED GRADE. 9. CONTRACTOR WILL INSTALL TRANSFORMER PADS IN ACCORDANCE WITH CITY SPECIFICATIONS. CONDUIT PLACEMENT IS CRITICAL. CONTACT CITY PRIOR TO ROUGH IN OF PAD. 10. PULL STRING IN ALL PRIMARY RUNS SHALL BE TIED AT BOTH ENDS OF CONDUIT. 11. CAPS SHALL BE PLACED AT BOTH ENDS OF CONDUIT. DUCT TAPE NOT ACCEPTABLE. 12. SECONDARY CONDUIT WILL BE INSTALLED AT A MINIMUM 30" BELOW FINISHED GRADE. 13. PRIMARY CONDUIT WILL HAVE 12" TO 18" OF DIRT COVER PRIOR TO PLACING A 6" WIDE "CAUTION" TAPE. FINAL BACKFILLING CAN THEN BE PLACED. 14. SOIL AROUND ALL PAD -MOUNT TRANSFORMERS TO BE MECHANICALLY COMPACTED TO NINETY-FIVE PERCENT STANDARD DENSITY WITHIN A TEN FOOT RADIUS OF CONCRETE PAD. 15. CONTRACTOR TO LOCATE ALL UTILITIES PRIOR TO COMMENCEMENT OF CONSTRUCTION. 16. COST OF LEVELING PAD -MOUNT TRANSFORMERS AND JUNCTION BOXES THAT ARE LEANING WITHIN TWELVE MONTHS OF INSTALLATION WILL BE THE RESPONSIBILITY OF THE DEVELOPER. THIS ALSO APPLIES TO IN -GROUND PULL BOXES THAT HAVE SETTLED BELOW GRADE. MAXIMUM ALLOWABLE TILT FOR TRANSFORMERS WILL BE 2 DEGREES IN ANY DIRECTION. 17. PRIMARY PULL BOXES WILL BE PROVIDED BY THE CITY AND INSTALLED BY THE CONTRACTOR. THREE- PHASE TRANSFORMER PADS WILL BE BUILT BY CONTRACTOR TO CITY SPECIFICATIONS. 18. CONTRACTOR WILL BE RESPONSIBLE FOR INSTALLING CONDUITS IN MANHOLES. ENTRY WILL BE ACHIEVED BY CORE DRILLING. NO OTHER METHOD WILL BE ACCEPTED. CONTACT CITY PRIOR TO CORE DRILLING. 19. IF EASEMENTS ARE EXISTING CONTRACTOR WILL VERIFY BOUNDARIES PRIOR TO INSTALLATION OF CONDUIT. CONDUIT NOT WITHIN EASEMENT BOUNDARIES WILL BE CORRECTED AT CONTRACTOR'S EXPENSE. 20. IF A CT CAN IS REQUIRED, IT WILL BE FURNISHED & INSTALLED BY OTHERS. MINIMUM SIZE WILL BE 36 X 36 X 10 WITH LOCKING CAPABILITY. CT's & METER BASE WILL BE FURNISHED BY CSU & INSTALLED BY OTHERS. SERVICE CONDUCTORS WILL BE FURNISHED & INSTALLED BY CSU. 21. CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING GROUND RODS AT ALL TRANSFORMER LOCATIONS, AS WELL AS ANY OTHER NECESSARY ELECTRICAL FACILITIES. COLLEGE STATION UTILITIES WILL PROVIDE THE GROUND RODS TO THE CONTRACTOR. PRELIMINARY NOT FOR CONSTRUCTION CITY OF COLLEGE STATION 4College Station Utilities ay 1601 Graham Road ' College Station Tx, 77842 SAME, DATE ADDRESS: SHEET NO. 1"=30' 4.8.14 101 CHURCH ST. 1 of 1 DRAWN BY: HECKED BY. REV. c wcinn STAFF N AT IGATE IN AT iGATE �-IATtRIALS LEOEND CONCRETE SIDEWALK, 4:'(IN) THICK, WITH LIGHT BROOM FINISH, DASHED LINES Ei 7 INDICATE EXPANSION JOINTS, RE: 1/L3.01 2 EXISTING ACCESSIBLE RAMP, TO REMAIN .3 ACCESSIBLE WING RAMP. SEE CIVIL PLANE, 4 ONE-WAY ACCESSIBLE RAMP WITH LIGHT BROOM FINISH, RE: 2/1-3-01 5 -rwo-wAy ACCESSIBLE RAMP WITH LIGHT BROOM FINISH, RE: 7/1 3.01 ro ACCESSIBLE WING RAMP WITH LIGHT BROOM FINISH, RE: 3/1-3.01 7 ACCESSIBLE RAMP WITH HANDRAIL Ca) LEASING � 8 CONCRETE UNIT PAVERS, HOLLAND STONE, 4" X 8"X roOMM, ON 41/2" (IN) CONCRETE SUB -SLAB, RUNNING BONE) PATTERN, PAVER COLOR TO BE "RIVER RED". BY PAVE5TONE. CONTACT (P (281) 3.91-7283. SEE DETAIL 6IL3.01, SIM CONCRETE UNIT PAVERS, HOLLAND STONE, 4" X 8"X roOMM, ON 41/2" (IN) CONCRETE _q SUB -SLAB, HERRINGBONE PATTERN, PAVER COLOR TO BE "RIVER RED" BY PAVESTONE. CONTACT CID (281) 301-7283. SEE DETAIL 6/L3.01, SIM 10 SCOURED CONCRETE BY BOMANITE, 46- X 46 (IN) SCOPE JOINTS, INTEGRAL � RELEASE COLOR TO BE SELECTED BY LA. CONTACT D. RIVERA @v 713-722-0480, RE: 4/1-3.01 11 ED CONCRETE BY BOMANITE, 24:' X 24" (IN) SCOPE JOINTS, INTEGRAL $ RELEASE SCOURED BE SELECTED BY LA. CONTACT D. RIVERA 9 713-722-0480, 1 RE: 4/L3.01 1215COURED CONCRETE BY BOMANITE, 24' X 24:' (IN) SCOPE JOINTS, INTEGRAL $ RELEASE COLOR "B"TO BE SELECTED BY L.A. CONTACT D. RIVERA Ca) 713-722-0480, RE: 4/L3.01 13 STAMPED CONCRETE, 41/2" (IN) THICK, BY BOMANITE, ro" (IN) -RANDOM BOARDWALK" PATTERN. INTEGRAL $ RELEASE COLOR TO BE SELECTED BY LA. CONTACT DAVID RIVERA Ccv 713-722-0480, RE: 4/1-3.01, SIM 14 CONCRETE UNIT PAVER, (6 X 12" X 8OMM,'GITY STONE SERIES' ON CIVIL SUBSLAB, FOUR COURSE 'RUNNING BOND" PATTERN, BY PAVESTONE. DOLOR TO BE SELECTED BY LA CONTACT AT 281-301-7283, RE:WL3.01 15 CONCRETE UNIT PAVER, ro" X 12" X 80MM,'GITY STONE SERIES ON CIVIL 5UB5LAB, "HERRINGBONE" PATTERN, BY PAVESTONE. COLOR TO BE SELECTED BY LA CONTACT AT 281-391-7283, RE: 7/1-3.01 iro BULLROCK, 7-55IZE, 4:' (IN) THICK ON FILTER FABRIC LINER. BY SAN JACINTO STONE. CONTACT AT 713-868-3400. 17 FIREPiT, 16 (IN) TALL, WITH VENEER TO MATCH BUILDING $ 5THICK CAST STONE CAP, RE: 1/L3.02 18 RAISED PLANTER, 16(IN) TALL, IN PLANTING AREA WITH VENEER TO MATCH BUILDING s CAST STONE CAP. RE: 5/1 3.02 10 POURED IN PLACE CONCRETE STEPS WITH SMOOTH RUB RISERS $ SIDES, TREADS TO RECEIVE LIGHT BROOM FINISH 201 CHEEK WALL WITH VENEER TO MATCH BUILDING $ CAST STONE CAP AT STEPS 21 NOT USED 22 RAISED WATER FEATURE, 48" (IN) TALL WITH TILE VENEER, CAST STONE CAP 23 ORNAMENTAL. IRON POOL PEDESTRIAN GATE: 4:-6" TALL. RE: DETAIL 2/L3.03 24 ORNAMENTAL IRON POOL FENCE; 4-6* TALL. RE: DETAIL 3/1-3.03 25 ORNAMENTAL IRON PEDESTRIAN GATE, ro'(FT) TALL: RE: DETAL: 1/1-3.04 20 ORNAMENTAL IRON PERIMETER FENCE, O(FT) TALL. RE: DETAIL 3/L3.04 27 ORNAMENTAL IRON VEHICULAR DOUBLE SLIDING GATE, 0 (FT) TALL. RE: 1/1-3.03 28 SQUARE COLUMN, 24" (IN) THICK, 7 (FT) TALL WITH VENEER TO MATCH BUILDING 5- (IN) THICK CAST STONE CAP 291 METAL FRAME GREEN SCREEN, 9-6 TALL, RE: 2/L3.04 301 POOL WALL. WITH CAST STONE COPING, CONTRACTOR TO PROVIDE T,20/SF WATERLINE TILE ALLOWANCE 31 1 POOL STEPS WITH cusTom ALUMINUM HANDRAIL, RE: 3/1-3.02 321 POOL BENCH, RE: 4/1-3.02 33 POOL SUN SHELF, RE: 2/1-3.02 34 POOL SUN SHELF WITH WATER BUBBLERS TO BE SELECTED BY POOL CONTRACTOR RE: 2/L3.02, SIM 33 POOL TILE AT BOTTOM OF POOL, TO BE SELECTED BY L.A., CONTRACTOR TO PROVIDE $5/SF A-LOWANGE 301 COOK STATION W/ GRANITE COUNTER TOP AT POOL 37 STAINLESS STEEL BUILT-IN PROPANE GRILL, MODEL NO.'F--36BQAR-L W/ INSULATION JACKET MODEL NO. 'E301-I'AND STAINLESS DOUBLE ACCESS DOORS BY O.C.I. CONTACT MANNA DISTRIBUTORS, INC. AT (713-977-3318) 38 GEDAR TRELLIS, 9-0" TA-L, ABOVE COOKING AREA AT POOL 3.9 POOL UMBRELLA 9-6 SQUARE, MODEL #GO9-DMT. CONTACT FIM-UMBRELLAS AT 230-821-8844, COLOR TO BE SELECTED BY LA 40 PEDESTRIAN BENCH, 72- (IN) LONG BY VICTOR STANLEY, INC., MODEL #RB-28 OR EQUIVALENT, SUBJECT TO APPROVAL BY ADMINISTRATOR 41 TRASH RECEPTACLE, 30 GAL., BY VICTOR STANLEY, INC., MODEL #S-42 OR EQUIVALENT, SUBJECT TO APPROVAL BY ADMINISTRATOR 42 TREE ORATE, 00" (IN) WITH SUB -GRATE LIGHTING BY NEENAH FOUNDRY GO., MODEL j #R-8738-A1 OR EQUIVALENT, SUBJECT To APPROVAL. BY ADMINISTRATOR 431 BIKE RACK BY VICTOR STANLEY, ING, 112-1/4" (IN) LONG, MODEL #BRG.S-109 OR EQUIVALENT, SUBJECT To APPROVAL BY ADMINISTRATOR, BIKE RACK FOOTINGS TO BE EMBEDDED INTO CONCRETE. 441 CALLBOX, BY OTHERS 451 POOL SAFETY EQUIPMENT LOCATION, BY POOL CONTRACTOR, TO BE INSTALLED IN ACCESSIBLE LOCATION NOT TO EXCEED MAX 54:'AFF FOR PARALLEL APPROACH OR 46AFF FOR FORWARD APPROACH 401 EMERGENCY SHUTOFF FOR FIRE PIT 911 EMERGENCY TELEPHONE, MODEL SP-3000 TOWERMOUNT BY KINGS III EMERGENCY 0 COMMUNICATIONS, WHEN INSTALLED NOT TO EXCEED MAX 54:'AFF FOR PARALLEL 1 APPROACH OR 46" AFF FOR FORWARD APPROACH. CONTACT AT 860-354-6473 • AGGES IBLE POOL SLING CcD POOL. PROVIDE SLEEVE AND CAP FOR FUTURE USE. PA PLANTING AREA RE: PLANTING PLAN DRAINS, RE: GRADING PLAN cl A 23,poi4 woo 000 A Q�. lk IVIA I k-.*ri L.1 IN M, Z:)rl Mr. I L. 11 .%.1 1 &g b, e"ll K I E, J , P PIA (24 PA POOL PA PA Fj CHEM. Tri, 77 ILL POOL 7. 7: 4 EQUIP.11 7N �.12 f I PA PA L-=Jl 18 EXPANSION JOINTS TO BE --------- - - LOCATED EVERY 20'(FT) O.G. Z 016 COVERAGE OF OROUNDCOVER, PA DECORATIVE PAVING, DECORATIVE EJ J` ROCK, OR PERENNIAL GRASS 15 REQUIRED IN PARKING LOT ISLANDS, X SW,ALES � DRAINAGE AREAS, PARKING U2 71 LOT SETBACKS, RIGHT-OF-WAYS, AND ADJACENT PROPERTY DISTURBED DURING CONSTRUCTION. 0 y L. RESCUE ADS MUST BE IN GESSIBLE LOCATION AND MOUNTED WITHIN 54" (IN) A.F.F. P §MW FOP, PARALLEL APPROACH OR WITHIN 48" (IN) AF.F. FOR uj FORWARD APPROACH. uj -CURRENT ANSI A117.1'S HAVE MAX. 48" (IN) AF.F. FOR BOTH PARALLEL- AND FORWARD APPROACHES. ujEJ z PA U V, PA PA �23 I OT I T LIN 3 37 1PA A 12 G,d, 1,W PA PA M MATCHLINE SHEET L 1 .0 1 POOL GOURTYARD SGALE I"= 10'- 0" PERMIT - IT & PRICING 'COMMENTS LAN NOTE: 4-1/2 CONCRETE PAVING W/ #3 REBAR, 6OMM REQUIRES 31/2" (IN) LEAD DOWN 80MM REQUIRES 41/2" (IN) LEAD DOWN CONTINUOUS 18" O.C.E.W. SEE DETAIL 1/1-3.01 1" (IN) THICK SAND LEVELING LAYER CONCRETE UNIT PAVERS, SEE MATERIALS PLAN 4-1/2" (IN) THICK CONCRETE SUB -SLAB W/ #3 REBAR, 18" O.G., BOTHWAYS 16" #4 REBAR DOWEL AT 18" O.G; SLEEVE ONE END 1/4' REDWOOD EXPANSION JOINT FULL DEPTH OF SIDEWALK WITH SELF LEVELING CAULK GOI`'IPAGTED SUBGRADE P GONGRETE PAVE21=; @ 1:31MEWAl K GONGRETE PAVERS CCD PLANTING SCALE: 3/4" =1'-O" S E G T 10 N BUILDING EDGE, SEE STRUCTURAL 1/4' REDWOOD EXPANSION JOINT FULL DEPTH OF STRUCTURE WITH SELF LEVELING CAULK — 10" #4 REBAR DOWEL AT 18" O.C, TO BUILDING STRUCTURE CONCRETE UNIT PAVERS, SEE MATERIALS PLAN 1" (IN) THICK SAND LEVELING LAYER 4-1/2" (IN) THICK CONCRETE SUB -SLAB W/ #3 REBAR, 16O.C., BOTHWAYS COMPACTED SUBGRADE NV i i��i��i��i�/i�� SUB SLAB NOTE: 5 COLOR GONGRETE @ PLANTING EXPANSION JOINT IN SUB SLAB MINIMUM 20O.C. SCALE: 3/4" =1'-Cr g GONGRET"E PAVERS @ BUILDING SCALE: S E G T I D N VARIES, SEE LAYOUT COLOR OONGRET'E PLANTING MIX, SEE PLANTING PLAN MORTAR SET, FIRST TWO COURSES, ADJACENT TO PLANTING BEDS CONCRETE UNIT PAVERS, SEE MATERIALS PLAN 1" (IN) THICK SAND LEVELING LAYER 4-1/2" (IN) THICK CONCRETE SUB -SLAB W/ #3 REBAR, 18" O.G., BOTHWAYS COMPACTED SUBGRADE COLOR CONCRETE; INTEGRAL. COLOR. COLOR TO BE SELECTED BY LA PLANTING MIX RE: PLANTING PLAN # 3 REBAR 18" O.G.B.W. COMPACTED SUBGRADE ELEVATION COLOR CONCRETE; INTEGRAL COLOR. COLOR TO BE SELECTED BY LA #3 REBAR 18" O.C.B.W REDWOOD EXPANSION JOINT WITH BACKER ROD AND SELF LEVELING CAULK AND 18" DOWEL 16 O.G. W/SLEEVE ONE END COMPACTED SUBGRADE SCALE: 3/4" =1'-0" ELEVATION CONCRETE SIDEWALK. SEE DETAIL 1/L3.06 1/4" REDWOOD EXPANSION JOINT FULL DEPTH OF CONCRETE SIDEWALK, SIDEWALK W/ SELF LEVELING CAULK SEE DETAIL 1, THIS SHEET CONCRETE CURB, BEYOND 1/4" (IN) REDWOOD EXPANSION JOINT SEE CIVIL PLANS FULL DEPTH OF SIDEWALK WITH 4" X 8" X 60MM "A.D.A. PAVER". SELF LEVELING CAULK COLOR TO BE SELECTED BY LA #3 REBAR CONTINUOUS 18" O.C.B.W. BY PAVESTONE, CONTACT (281) 391-7283 4" CONCRETE BAND W/ LIGHT BROOM FINISH COLORED CONCRETE RAMP. #3 REBAR CONTINUOUS LIGHT BROOM FINISH. COLOR 1/4' (IN) REDWOOD EXPANSION JOINT _IGHT BROOM FINISH TO BE CONTRASTING, TO BE FULL DEPTH OF SIDEWALK WITH SELECTED BY LA SELF LEVELING CAULK 4" 16" (IN) #4 REBAR DOWEL AT 18" (IN) O.0 6' CONCRETE CURB, SEE CIVIL PLANS SLEEVE ONE END CONCRETE ROADWAY, SEE CIVIL PLAN I� I T (IN) SAND SETTING BED A DA CONCRETE UNIT PAVERS. SEE MATERIALS PLAN V' CONCRETE BAND W/ LIGHT BROOM FINISH GHT BROOM FINISH '4" REDWOOD EXPANSION JOINT FULL DEPTH OF SIDEWALK W/ SELF LEVELING CAULK i' CONCRETE CURB, SEE CIVIL PLANS ;ONCRETE SIDEWALK. SEE DETAIL 1/L3.06 7 TWO-WAY AGGESSIBLE RAMP SCALE 1/2" =1'-0" PLAN —UNDISTURBED SUBGRADE I� SECTION SCALE: 3/4' =1'-0" ---- ADJACENT SIDEWALK, GENERAL SIDEW, SEE MATERIALS PLAN 1. EXCAVATE FOR 1/4" REDWOOD EXPANSION JOINT PROVIDE FOR POD FULL DEPTH OF SIDEWALK WITH OF WALK. SLOPE a a SELF LEVELING CAULK AREA VARIES. a Q © a V 2.WALK SHALL BE 4" X 8" X roOMM "A.D.A. PAVER': OR COMPACTED v v COLOR TO BE SELECTED BY LA a iGF% MAX a BY PAVESTONE, CONTACT (281) 391-7283 3. SIDEWALK OR4 p Q © a w- , a Q 1'-0" RISE IN 20'-O" �- 4" COLORED CONCRETE BAND, COLOR PITCH SHALL NOT a a TO BE SELECTED BY LA 4. CONTRACTOR l a 1/4" REDWOOD EXPANSION SIDEWALK IN FIEL LANDSCAPE ARCI V 17 a V a C7 JOINT, BOTH SIDES OF WALKS FULL DEPTH OF SIDEWALK a WITH SELF LEVELING CAULK a a Q a 0 COLORED CONCRETE RAMP, BOTH SIDES. 1/8" DEEP, 1/4" WIDE GROOVES, 2" O.G. v N v COLOR TO BE SELECTED BY LA. a © v V �jp + a Q 6" TRANSITION CURB ON BOTH SIDES: SLOPE CURB FINISH G 4 a , 5'-0" 0000000000000 00000 0000000000o0o000000 00000000000000000000 00000a00000000a00000 00000000000000 0"0000 0000000000000000000 000000000000o00'000 O O.O 0 0 a 0 0 0 0 0 0 0 0000000 O O O O O O O O O O O O O O O O O O O 0 0 0 0 a 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o000000000000o0000o0 00000000000000000 00 4'-0" 5'-0" a SEE CIVIL PLANS BADE EVEN WITH RAMP, 6" CONCRETE CURB SEE CIVIL PLANS PLAN SCALE: 1/2" =1'-0" f AGGESSIELE WING RAMP - IN R.O.W. SCALE: AS INDICATED C l ,Kt I E SIDEWALK, RLEHDENFULDEPTH OF SIWALK :LF LEVELING CAULK 4" (IN) CONCRETE BAND, W LIGHT BROOM FINISH 6" IN CONCRETE CURB, SEE CIVIL PLANS ONE-WAY AGGESSIELE RAMP SCALE 1/4" =1'-0" PLAN D] TYPICAL CONCRETE INTERSECTION PLAN BROOM FINISH CONCRETE 4" (IN) SMOOTH TROWEL BORDER _ u, SCALE: 1/4" =1'-0" PLAN 4.1/2" (IN) CONCRETE PAVING #3 REBAR CONTINUOUS 18" O.C.E.W 1/4" REDWOOD EXPANSION JOINT / FULL DEPTH OF SIDEWALK WITH SELF LEVELING CAULK 16" #4 REBAR DOWEL AT 18" (IN) O.C; SLEEVE ONE END UNDISTURBED SUBGRADE TYPICAL CONTROL JOINT/EXPANSION JOINT SCALE: 3/4' = l'-O" S E C T 10 N W_ L !L Ir CONCRETE PAVING WITH BROOM FINISH #3 REBAR CONTINUOUS 18" O.C.E.W WIDTH VARIES REF. PLANS BACKFILL ALL SIDEWALKS TO 1" FROM TOP OF SLAB ON BOTH SIDES CROSS PITCH 296 MAX. I III_ III I I UNDISTURBED SUBGRADE FBI TYPICAL SIDEWALK SCALE: 3/4" =1'-0" S E G T 10 N NOTE: ONLY CONCRETE SIDEWALK TO RECEIVE 4' SMOOTH TROWEL BORDER. ALL OTHER CONCRETE TO HAVE MEDIUM BROOM FINISH AS SHOWN WITH NO BORDER. CONTROL JOINT -1/4" (IN) SCORED JOINT SPACING ON CENTER TO MATCH WALK WIDTH BROOM FINISH CONCRETE 1/4" (IN) REDWOOD EXPANSION JOINT lFULL DEPTH OF SIDEWALK WITH SELF LEVELING CAULK r--4" (IN) SMOOTH TROWEL BORDER i al Ll 111111`111011111111 [al DASH LINE INDICATES EXPANSION JOINT (A� SIDEWALK FINISH SCALE: 1/4" =1'-0" PLAN GONGRETE SIDEWALK SCALE: AS INDICATED 0 rI()MAIN AT N(JRT-IGATE y s Vi A d•a� - �<�. x -s 3 ;r y i ASS�TtPLLIS £ �� '4 iE ScoMpA�t�s � �� r 17 FEB 2014 ISSUE FOR GARAGE PERM L, 10 APRIL 2014 ISSUE FOR,PERMIT & PRI 12 MAY 2014 PLANNING COMMENTS # of ( w 3 f z r s} f• f �£ > 1 : 'V 1 3f � � 1- i 3 � �Q�,ptdDSCgpF s yid i Q!y wil $. T CING CAST STONE CAP, BEYOND 3" (IN) THICK CAST STONE POOL COPING W/ 3/4" (IN) CHAMFER, COLOR TO BE 'BUFF BY SITEWORKS (281) 931-1000 REDWOOD EXPANSION JOINT WITH BACKER ROD AND SELF LEVELING CAULK AND 16' DOWEL 18" O.G. W/SLEEVE ONE END 0 COLOR CONCRETE STAINLESS STEEL HANDRAIL, EMBEDDED W/ NON -SHRINK GROUT z......... . ------- /, • #3 REBAR STIRRUP 18" O.C.B.W. O 1'-0" / //\/�\//\//\ #3 REBAR 18" O.G.B.W. TO BIE) E EGLASCT D BY L INS TILE CONTRACTOR TO PROVIDE j\\j\\ $18 ALLOWANCE PER SF. \\ • /i 2" (IN) STRIP 1"xl" (IN) NON- SLIP TOE TILE -- GUY WIRE --- CAST STONE CAP, TO BE SELECTED BY LA FLUID APPLIED WATERPROOFING TO INTERIOR PLANTS VAS "BITUTHEN LOW TEMPERATURE" BY GRACE R //j j 800 (WATERPROOFING ENTIRE INSIDE F PLACONSTRUCTION PRODUCTS. CONTACT 9NT R )-354-5414 GUNITE POOL SHELL BRICK VENEER TO MATCH BUILDING VARIES, EE LAY PIAN — 4-PALM ANCHORS TO BE HILTI HCI- 3/4" (#285,928) OR EQUALTO RELIEVE 3/4" DIA EYE BOLT, CAST INTO CONCRETE FOOTING o I CAST STONE COPING, TO BE SELECTED BY LA 41/2" THICK POURED CONCRETE o W/ #3 REBAR O.C.E.W., a f SEE MATERIALS PLAN /� •� ems,-- e � - ' av COLOR AND TYPE TO BE SELECTED BY LA \\ POOL PLASTER, COLOR TO BE WHITE GUNITE POOL SHELL COMPACTED SUBGRADE NOTE: 1. ALL SURFACES TO BE NON- SLIP AROUND POOL. POOL STAI R5 WITH HANDRAIL SCALE: 3/4" = l'-O" ELEVATION CAST STONE CAP, BEYOND 3" (IN THICK CAST STONE POOL COPING W/ 3/4' (IN) CHAMFER, COLOR TO BE "BUFF' BY SITEWORKS (281) 931-1000 REDWOOD EXPANSION JOINT WITH BACKER ROD AND SELF LEVELING CAULK AND 18" DOWEL /\\/\\/\\/ • 4 _ _ 18" O.G. W/SLEEVE ONE END COLOR CONCRETE, RE: MATERIALS PLAN \ I VARIES, RE: LAYOUT PLAN R WATERLINE TILE, CONTRACTOTO • / PROVIDE $20/SF ALLOWANCE RAISED PLANTER �./ SCALE: 3/4' =1'--0" v GUNITE POOL SHELL PLANTING MIX, SEE PLANTING PLAN 4' (IN) PERFORATED DRAINAGE PIPE, CONNECT TO STORM SEWER PEA GRAVEL, WRAPPED IN FILTER FABRIC COMPACTED SUBGRADE CAST STONE CAP, BEYOND 1"Xl" (IN) GLASS WATER LINE TILE TO BE SELECTED BY L.A. CONTRACTOR TO PROVIDE $18 ALLOWANCE PER SF. 3" (IN) THICK CAST STONE POOL COPING W/ 3/4' (IN) CHAMFER, COLOR TO BE BUFF BY SITEWORKS (281) 931-1000 30" FIRE PIT PAN W 24" STAINLESS STEEL RINGS. MODEL # 30FSS300 HWI-NG BY TRU-LITE GAS 41/2" (IN) THICK GONG. SUBSLAB W/ #3 REBAR OCBW PRODUCTS. CONTACT @ 713-682-2053. INCLUDE #3 REBAR 18"O.C.B.W. AUTOMATIC SHUT-OFF 1" (IN) SAND SETTING BED STAINLESS STEEL MESH SCREEN. CONCRETE UNIT PAVERS, PROVIDE 6" MIN, CLEARANCE MORTAR SET, : MATERIALS BELOW VALVE BOX PCOVER LAVA ROCK W/ 3" LAN FOR AND PATTERN THICK FIRE GLASS. COLOR TO BE SELECTED BY LA 1'fi / r '•'b 4Sn- ..: FILL PAN 6,: PIT SURROUND W/ BLACK LAVA ROCK q. POOL BENGH SCALE: 3/4" =1'-0" /'REDWOOD EXPANSION JOINT WITH BACKER ROD AND SELF LEVELING CAULK AND 18" DOWEL 18 O.G. W/SLEEVE ONE END \\ \ 1"X1" (IN) GLASS WATER LINE TILE \\/\ TO BE SELECTED BY LA CONTRACTOR TO PROVIDE $18 ALLOWANCE PER SF. \ 2" (IN) STRIP,1"xl" (IN) NON- SLIP TOE TILE, COLOR AND TYPE TO BE SELECTED BY LA \ POOL PLASTER, COLOR TO BE WHITE \, GUNITE POOL SHELL --- COMPACTED SUBGRADE NOTE: 1. ALL SURFACES TO BE NON- SLIP AROUND POOL. ELEVATION COMPACTED SUBGRADE 6" SQUARE NDS BRASS GRATE. #9205. CONTACT 1-800-720-1998 DRAINAGE LINE CONNECTED TO DRAIN. COVER DRAIN WITH FILTER FABRIC. CONNECT TO CIVIL STORM SEWER. #3 REBAR 18 O.C.B.W. \/\ #3 REBAR STIRRUP 18" O.C.B.W. 1"X1" (IN) GLASS WATER LINE TILE TO BE SELECTED BY LA. CONTRACTOR TO PROVIDE $18 ALLOWANCE PER SF. 2' (IN) STRIP 1"A" (IN) NON- SLIP TOE TILE, / \ COLOR AND TYPE TO BE SELECTED BY L.A. POOL PLASTER, COLOR TO BE WHITE \\ \ \\ GUNITE POOL SHELL NOTE: 1. ALL SURFACES TO BE NON- SLIP AROUND POOL. POOL SUNSHELF SCALE: 3/4" =1'-0" NOTE: FIRE PIT CONTROLS TO BE LOCATED BETWEEN 15" AFF AND 48" AFF. PROVIDE 3"X6" VENT WITH STAINLESS STEEL GRATE. PLACE TWO, ONE ON OPPOSITE SIDE ro'-O" FIRE PIT SCALE: 3/4' =1'-0" ELEVATION 3" (IN THICK CAST STONE POOL COPING W/ 3/4" IN) CHAMFER, COLOR TO BE 'BUFF' BY SITEWORKS (281) 931-1000 PROVIDE 1" AIR SPACE ON/OFF SWITCH AND EMERGENCY GAS SHUT-OFF BRICK VENEER TO MATCH BUILDING. �P-OMDE WEEP HOLES EVERY THIRD RICK ON BOTTOM COURSE COLOR CONCRETE. RE: 6/1-3.07 (2) #3 REBAR CONTINUOUS 1/4' REDWOOD EXPANSION JOINT #3 REBAR CONTINUOUS 16", #3 REBAR DOWEL, 16" O.G. SLEEVE ONE END # 3 REBAR 16" O.C.E.W. ELECTRICAL SUPPLY LINE, RE: M.E.P. DRAWINGS GAS SUPPLY LINE, RE: M.E.P. DRAWINGS ELEVATION DOMAIN AT F3 N R NH GATE ifi 3 z £q � s t` L s u x t n y f -ASSET PLLIS:� k�s C�Iv1PANIES�S�fi��$> " ATE_ 1;, 0 E _ 17, FEB 2014 ISSUjE FOR GARAGE f � 10 APRIL 2014 ISSUE:FOR PERMI' i 3'� k t t � C f J z F � s, { ", �go 1"El ../(A\� 1 ............. WEINHEIMER � C z 5r5 AT zLANDSCAPE ARCHITECTURE z� f Mw t r ��7155 OLD KATY ROAD � ` t y',SUI'TE270 k � sf: HOUSTON, TEXAS �713 869 6987x � k3s, t is Ake. �`WWV�`K�WTEXAS COM 1 R� S _w :PROJECT NUMBER `��` ;E h AS INDICATERF i 3 t v , n s� NORTH f r t E r x ti r5HEET TITLE ,� � E ��CO�N�TRUCTI$0N k� DETAI LS � 3 r, y�SHEET NU�18ER t' CAST IRON PYRAMID ORNAMENTAL GAP 1-1/4' X 15/16"(IN) TOP RAIL PUNCHED RAIL 5/8" (IN)18 GA PICKET 2" (IN) SQ. 14 GA. TUBE POST 1 1/4' X 15/16"(IN) BOTTOM RAIL FINISH GRADE CONCRETE FOOTER SHALL RECEIVE ONE GOAT OF TWO GOATS OF FINISH PAINT. BLACK. :TURAL PLANS FOR ALL ,. AND CONCRETE FOOTING [3� ORNAMENTAL IRON POOL FENCE SCALE: 3/4" =1'-O" ELEVATION 0' (IN) SQ. 14 GA TUBE FRAME CONCRETE CURB, RE: CIVIL PLANS 6" MACHINE STEEL WHEEL ON V-FRAME TRACK. n VEHICULAR SLIDING GATE SCALE: 3/4' =1'-O" S E C T 10 N 1�1 CSC. i. A�//'11 IT Y'fl n w F 3-3/4' (IN) DOUBLE RING INSERT 3-5" 1-1/4" X 15/lro"(IN) TOP RAIL 1-1/4 X 15/1061IN) PUNCHED RAIL 2" CAST IRON PYRAMID ORNAMENTAL GAP 1 1 1 4' (IN) SQ. 14 GA TUBE FRAME 1 1 5/8" (IN)18 GA DOUBLE PICKETS "1 --ADA KICK PLATE BOTH SIDES CONCRETE SIDEWALK. RE: DETAIL ro/1-3.07 4' SQUARE 14 GAUGE CROSS MEMBER —1 1/4" X 15/16'(IN) BOTTOM RAIL TI I I FINISH GRADE CONCRETE FOOTER x x X �� \�\� NOTE: ///� b/��/� HANDLE HARDWARE SET NOT TO EXCEED MAX. 48" AFF 17 NOTE: \ 1) GATE TO BE EQUIPPED WITH "CANT SLAM" SELF CLOSING/SELF LOCKING GATE CLOSER PASSAGE DIGITAL KEY PAD LOOK AND PASSAGE LEVER ON THE EXTERIOR PASSAGE LEVER ONLY ON THE INTERIOR. j��\ ��\ \�\PRIIMER AND TWO GOATS OF FINISH PA NT.OF �X /� \\�j\\\�j\ /\�� COLOR TO BE BLACK. % /\ ALL RE NFORCING AND CONCRETE SEE STRUCTURAL PLANS FOOTING. ORNAMENTAL IRON POOL GATE SCALE: 3/4' =1'-O" ELEVATION NAMENTAL IRON FENCE. DETAIL 3/1-3.03 IN) 5Q.14 GA TUBE FRAME (SHED GRADE NCRETE CURB, CIVIL PLANS L /�H- 1,7rIc r"K/•�I-IG, DVI IVI-I fG/''VL VEHICULAR SLIDING GATE SCALE: 3/4" =1'-O" E L E V A T I O N VEHIGULAIR SLIEDINO OATS SCALE: AS INDICATED D MAIN AT RTHGATE � a � t "t a Y j I r s 4 D C E �t R{ +'S DA1 E11SSl1E F; �7 FEB 2014 ISSUE FOR GARAGE PERM 10 APRIL2014 ISSUE FOR PERMIT & PRI 2 j k s E x i F .b �� pNDSC,g ,Y fiN t ac o r s a f R Y tY- { 4 t S N b (JiC JLJ K 3z tx�k � z t } WEINHEIMER z 2� �CANDSCAPE ARCHITECTURE ` t g F SITE PL'ANNINGt l= s= i X t HOUSTON TEXAS'77024 f { s" `' �s �713 869 6987` ' 7�3 869 0908�FAX ikz' r1 �` V�W�W KWTEXAS EOM � 3 PRQJECTsNUMBER �' >n e r x = x l i z t l Y � z r >`. t• E � SHEET TITLE i CONSTRUCTION �DETAI LS a = t F y SHEET tNUMBER �' T CING 511MIS 3UI�N.y("I�I�I I HL Il'�UI�I ��KII�IC I CK t'CI�IC..0 SCALE: 3/4" =1'-O" ELEVATION TYpIGAL GREEN SCREEN SCALE: 1/2" =1'-O" OE3"X3" A WIRE MESH TUBULAR MORAL K 1/8" ANGLE RAMS TUBULAR BOTTOM RAL ELEVATION /-- CAST IRON PYRAMID ORNAMENTAL GAP �-- 3-3/4" (IN) DOUBLE RING INSERT 1 1/4' X 15AO"(IN) TOP RAIL 1-1/4" X 1 /lra"(IN) PUNCHED RAIL —4" (IN) 0.14 GA. TUBE FRAME 5/6 (IN)18 GA. DOUBLE PICKETS KICK PLATE BOTH SIDES —GONGRETE SIDEWALK. RE: DETAIL 6/1-3.07 �--4' SQUARE 14 GAUGE POST —1 1/4' X 15AZ"(IN) BOTTOM PAL FINISH GRADE CONCRETE FOOTER 4' 5aUAZE 14 GAUGE llll�CR05S MEMBER NOTE: 1) GATE TO BE EQUIPPED WITH "CAN'T SLAM" SELF GLOSING/SELF LOCKING GATE CLOSER W/SIMPLEX DIGITAL KEY PAD LOCK AND PASSAGE LEVER ON THE EXTERIOR PASSAGE LEVER ONLY ON THE INTERIOR. 2) IRON FENCE SHALL RECEIVE ONE GOAT OF PRIMER AND TWO GOATS OF FINISH PAINT. COLOR TO BE BLACK. 3) SEE STRUCTURAL PLANS FOR ALL REINFORCING AND CONCRETE FOOTING. 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I i . �. . � T CING ABV, BOTANICAL NAME/ GAL HEIGHT SPREAD MIN. COMMONNAME ROOT REMARKS TREES SPAGING AS NOTED SO QUERGUS SHUMARDII 2" - 21/2" 9' -10' 4:-5 B 61: B MATCHED, WELL NOTES: O ON PLANT LIST SHUMARD RED OAK ROOTED 0 0 < TYPICAL PLANT LOCATION 1 - PVG DRAIN LINE TO BE PERFORATED p � RB BETULA NIGRA 11/2"-2" 10' -12' 4' - 5 65 GAL. MATCHED, WELL RIVER BIRCH - ROOTED, 3-5 CANES MULTI - NO CROSS GM LAGERSTROEMIA INDICA TUSCARORA 5-10' 4:- 5' 45 GAL. MATCHED, WELL TUSCARORA GRAPE MYRTLE ROOTED VI VITEX ANGUS- CACTUS 1 1/4"-1 1/2" 6-9 5-4: 30 GAL. MATCHED, WELL VITEX ROOTED PALMS MJ PHOENIX DACTYLIFERA'MEDJOOL 24- 20 CH B B MATCHED, WELL MEDJOOL PALM ROOTED, PEELED j 41 IN TREE PIT ONLY. LINE BETWEEN PITS TO BE SOLID PIPE. �Q BLACK RUBBER TIE U\ •_ ( I TREE GUY •� 8' STEEL TEE POST - 3 tree ° ® ° 0 Oper SPACING AS NOTED 0" FOR GROUDGOVER ��• ON PLANT LIST 15" FOR SHRUBS TREE ROOT BALL SET 2 .� ABOVE FINISH GRADE KO ROSAX'KNOGKOUT 18" 20" 5 GAL. FULL, WELL PAVING EDGE/ BUILDING/ CURB KNOCKOUT ROSE ROOTED 30" O.C. NWR ROSAX'NEARLY WILD' 20" 20" 5 GAL. FULL, WELL 4" PVC; SEWER PIPE ROOT BARRIER. TOP EDGE OF NEARLY WILD ROSE ROOTED 30" O.C. TREE GRATE BARRIER TO EXTEND 1" ABOVE SEE MATERIALS PLAN TOP OF PREPARED SOIL. BX BUXUS MIGROPHYLLA 16" 16" 3. GAL. FULL, WELL (CURB SIDE $ BACK SIDE OF PLANTER) JAPANESE BOXWOOD ROOTED 30" O.G. 2" MULCH Jl• YEW 20" 20" 3 GAL. FULL, WELL PAVING JAPANESE YEW ROOTED 30" O.C. SEE PAVING DETAILS CY GLEYERA JAPONIGA 36, 30" 5 GAL. FULL, WELL GLEYERA ROOTED 30"O.C. — OL NERIUM OLEANDER'PETITE PINK' 36" 36" 5 GAL. FULL, WELL D v 3 TRIANGULARTRIANGULARSPAGING DIAGRAM • s • DWARF PINK OLEANDER I•I o (1 \\�,.\ ROOTED, 30" O.G. /�\�/\\ o ��\/� WL LIGUSTRUM JAPONIGUM 24" 22" 5 GAL. FULL, WELL LATERAL LINE \ \\\��\\��\\��\\� NOT TO SCALE WAX LEAF LIGUSTRUM ROOTED 42" O.G. WRE CONDUITORNA"ENTALGRA55 COMPACTED SUBGRADE HG PENNISETUM FOUNTAIN GRASSES HAMELN 16 12" 3 GAL. FULL, WELL MAINLINE \� \ \\ \/ \ \\/ ROOTED,18" O.C. PREPARED SOIL MIX MF STIDA TENUISSIMA 22" 22" 3 GAL. FULL, WELL FILTER FABRIC BETWEEN \/\/\ PERFORATED FATEDC SOCK INE WITH MEXIGAN FEATHER GRASS ROOTED, 18" O.G. PREPARED SORAVEL BED IL MIX. 4' DIA, PVC DRAINAGE LINE - SLOPE .�' O OUNDGOVERTREE PIT @ 1°/a TO NEAREST STORM DRAIN AS AGAPANTHUS AFRICANUS LILY OF THE NILE'PETER PAN' 24' 12' 1 GAL. FULL, WELL 1'-0' HT. X 4-0" DIA. COMPACTED SOIL ROOTED, 16 O.G. GONE SUPPORTING TREE ROOT BALL FF ASPARAGUS MEYERI 12" 12" 1 GAL FULL, WELL FOXTAIL FERN ROOTED 18" O.G. 4 TREE 012ATE SECTION WI NEOMAIZIGA 16" 8 1 GAL. FULL, WELL WALKING IRIS ROOTED, 18" O.G. NOT TO SCALE 0/50 LIRIOPE MUSGARI 'GIGANTEA GIANT LIRIOPE MIX 10°-12" 6-10" 1 GAL. FULL, WELL L/DL HEMEROCALLIS FULVA'BREATHLESS BEAUTY ROOTED, 16 O.G. 'BREATHLESS BEAUTY RED DAYLILY NO LANTANA X HYBRIDA'NEW GOLD' 10, 8" 1 GAL. FULL, WELL �` ` NEW GOLD LANTANA ROOTED, 16 O.G. ; LI LIRIOPE MUSGARI 16" 12" 1 GAL, FULL, WELL LIRIOPE ROOTED, 12" O.G. AN ANNUALS 8" 6" 4" POTS FULL, WELL \ �•. 11 SEASONAL COLOR ROOTED, 10" O.G. AJ TRAGHELOSPERMUM ASIATIGUM 8" 1 GAL. FULL, WELL ` �y ASIAN JASMINE ROOTED, 10" O.G. GJ TRAGHELOSPERMUM JASMINOIDES 16" l CONFEDERATE JASMINE 3 GAL. FULL, WELLROOTED, 36" O.C. ` (� /- BERMUDA SOLID SOD-'-�j�^�— ♦, � I � ll TREE STAKE ` jJI BLACK RUBBER TIE 8 STEEL TEE POST - ��/ BLACK RUBBER TIE 3 per tree eq. spaced TREE GUY FINISH GRADE-7 8' STEEL TEE POST - (3) per tree TREE ROOT BALL SET 2" -../> ABOVE FINISH GRADE WATERING SAUCER AROUND EDGE OF PIT - 4" HIGH FINISH GRADE 2" MULCH 1 W, 4' DIAMETER PERFORATED 1 - PVC SEWER PIPE - 2 per tree h PLANTING MIXTURE 1:1 SLOPE FOR EDGE OF - ——J�—i - I• HOLE "'— +'r► m 't SET ROOT BALL ON COMPACTED OR 1 I: ! UNDISTURBED OR COMPACTED UNDISTURBED SOIL U J SOIL 12" TO BOTTOM 12" TO CENTER EDGE OF PIT OF STAKE STANDARD TREE PLANTING DETAIL NOT TO SCALE ^'/C CONTINUOUS DRAINLINE JAREST STORM DRAIN TEE CONNECTED TO DRAINLINE TRUNK IT BALL )5 DRAIN PIPE W/ :R WRAP VEL FILL E OF PAVEMENT 7 712EE WELL PLAN NOT TO SCALE �— TREE STAKE TREE ROOT BALL SET AS SHOWN 2" MULCH LAYER WATERING SAUCER AROUND EDGE OF PIT - 4" HIGH PLANTING MIXTURE 1:1 SLOPE FOR EDGE OF -I —III-I I=1 I—) I -I I I I L 4" DIA. PERFORATED SEWER PIPE - 2 HOLE I III-) 1=1 I 1=1 I I III-11 I per tree place opposite each other �I I I III-III=1 I =111 I COMPACTED OR 112" 1 UNDISTURBED SOIL I 5 MULTI -TRUNK TREE PLANTING DETAIL - NOT TO SCALE — FINISH GRADE 3/1ro' —STEEL EDGING W yl/2" 4' MULCH LAYER PLANTING MIXTURE 10" LONG STEEL STAKES LOCATED ON PLANTING BED SIDE STEEL EDGING DETAIL PLANT MATERIAL 18" SOD BUFFER BETWEEN CURB AND PLANT BED SHRUB BED/ HEAD -IN PARKING �� NOT TO SCALE CONCRETE CURB 0 N AT IGATE PERMIT & PRICING POOL GOURTYAzD SCALE 1" =10-0" PLAN SCALE! 1" = 10- 0" 5 0 10 20 i ro FT. CHAIN LINK WIRE FENCE 8 FT. TEE POSTS; MIN. 12" INTO GROUND TREE PROTEGTION FENGE TRENCH EXCAVATION NOT TO SCALE TREE TRUNK * MINIMUM DIA. (IN) DISTANCE < 6" 3 FEET > rd' DIA. < 20" 0.75 FEET PER DIA-INCH > 20" CONSULT ARBORIST PLAN MOVEAN REPLACE FENCE a FOR TRatN SIDEWALK REMOVE MAJOR �t SECONDARY LIMBS $ BRANCHES WITHIN SIDEWALK ENVELOPE. TREE PRUNINO NOT TO SCALE PROTECTED TREE PRUNE MAJOR LIMBS ONLY IF NECESSARY TO STRUCTURALLY � AESTHETICALLY BALANCE FORM OF TREE. TREE PROTECTION FENCE BACKFILL AND COMPACT TRENCH, COVER' W/ PROTECTED TREE -- > MULCH 4' DEEP EXISTING ROOT PRUNING TRENCH UNDISTURBED GRADE �h �- CRITICAL ROOT ZONE -� N NOTE: INSTALL 20 MIL ROOT 20 MIL PLASTIC ROOT BARRIER BARRIER AGAINST WALL OF Max'6 WHERE INDICATED ON PLANS TRENCH AWAY FROM TREE. TRIM TOP OF BARRIER 2" BELOW TOP OF FINAL GRADE. ROOT PRUNING TRENGH ;zolulAIN 3i AT RTHGATE' a E 4 €ti Y P 4 3 J'9SS 4 3 € s?k bf1TElISS'UE t � f{ 17YFEB 2014 ISSUE�FOR GARAGE PERMIT 4 p TT 10 APRIL 2014 ISSUE FQR PERMIT & PRI k 2 y � f 4� p xta�C � fi4 r*t W fys l� ;. 4 4 f ' WDSCgpFq s f �l C yh 3. 3 l 53 R E ifi y ys T 3 { , WEINNEIIIAER f L.EINDSCAPE ARCHITE`GTURE `� f' x { { 1 # f SITE RLANNINGY URBAN DESIGN"� �� 7155�LD ItATY-ROAD � � , , 3 HOUSTON TEXAS 77024 " t 4 UI1WW KWTEXAS COM zz f yP:ROJECT NUMBERY �RPC 352 gog a SCALE }, INDICATED` `� `� AS � SHEET��i'ITLE }�s � 3 r P u NTI NG DETAILS �a f i a r Z K S £ 4 � Y� S- r S},�EET NUMBER �kL5,03� CING K L §O.MAIN AT ,N Rs H GATE F x 1 E ��AS�ET P faLIS ;� ` �kGOMPANI�S DATEiISSU 5 971 EB 2014 ISSUE FOR GARAGE PERM 10 APRIL 2014 ISSUEaFOR PERMIT & PR 312 MAY PLANNINGb,6MMtNTS f3 kf E 7 t r rsYr ' z a Gr i �4 S " SF L Y F' <f € 73sba pax 17�t7C/q�% iE 4 f ly IA "13 a r £ C { `sai if f 3 } lNF 2 L Z i j t t z A 1 '01 i WEINHEIIVIERr LANDSCAPE ARCHITECTURE SITEPLANf�ING r f k ; 7155�OLD KATY ROAD ' �� Y d HOUSTON, TEXAS,77024£ 3 r 713 869 6987 , t z ;713 869 0908 FAX ` �=kl �lUWW �CWTEXASkGOM '� f' f �, b 3 � k x { 3 PROJECT NUMBER' r - {APCa { SOLE 3:<.F.7 jti Y S 4 7 ?Z�x CF i 3 { a.r d r z i SHEET TITLE 4 �I RRIGA�TI f N PLAN e�li c � p L d +f^ Y � 3 e y£ k Y 3 SHEET NUMBER L6s01 R W K T CING or SYMBOL MANUFACTURER/ MODEL NUMBER © CONTROLLER: RAINBIRD ESP-LX OR HUNTER AGG 2 - WIRE DECODER SYSTEM WITH ET MANAGER OR SOLAR SYNC. ORAIN SENSOR- HUNTER MINI-GLIK or RAIN-GLIK CONTRACTOR TO INSTALL ALL WIRING IN HARD CONDUIT TO ROOF. POINT OF CONNECTION a2" WATER METER -by IRRIGATION CONTRACTOR BACKFLOW PREVENTOR - WATTS SERIES 0090T TWO INCH RPZ AS ALLOWABLE BY PREVAILING CODE TO BE PROVIDED AND INSTALLED BY IRRIGATION CONTRACTOR N GATEVALVE - LINE SIZE REMOTE CONTROL VALVE - RAINBIRD-PEB or HUNTER-ICV QUICK COUPLING VALVE- LINE SIZE - SEE SPECIFICATIONS Provide 2 Keys and 2 Swivel Ell's ® • LAWN SPRAY HEADS - RAINBIRD MPR NOZZLES 10' r 15r with HUNTER PROS-04-PR530-GV SPRAY BODY hRBPO0HEADS NOZZLES 12o.c. W HUNTER PPGV In GROUNDGOVER, and PROS-12-PRS30-GV In TALL SHRUBS. 15 FT. RADIUS NOZZLES WITH HEADS PLACED 12 FT. ON CENTER 10 FT. RADIUS NOZZLES WITH HEADS PLACED 8 FT. ON CENTER LAWN STRIP HEADS 4 x15' - RANBIRD STRIP NOZZLES 15RCS 15LGS Wth HUNTER PROS-04-PRS40-CV 155ST EQ 0 0 SHRUB STRIP HEADS 5' x15' - RAINBIRD STRIP NOZZLES 15RCS 15LGS Wth HUNTER PROS-04-PR940-CV In SOD and GROUNDCOVER, PROS-12-PR540-CV In TALL SHRUBS. 155ST 15 FT. RADIUS SPRAY HEADS TO BE PLACED 12 FT. ON CENTER O O O ® ROTOR HEADS - RAINBIRD 5004-PL-SAM-R-MPR-25, 30, 35 2Cr 25'r 30'r 35'r TO ACHEIVE 2C r - DIAL DOWN ADJUSTMENT SCREW ON 25 NOZZLED HEAD FULL -CIRCLE BUBBLERS - SEE DETAIL SHEET, HUNTER PGN-50 - e — — — MAINLINE -SEE SPECIFICATIONS LATERAL LINE -SEE SPECIFICATIONS ------- TREE DRIP LATERAL. LINE -SEE SPECIFICATIONS 4_s-- gnu - — SCHEDULE 40 PVC SLEEVES, 4" 0" PLACE RAIN SENSOR JUST BELOW PARAPET PARAPET COPING COPING. .:.� ...,_ . ROOF OF BUILDING e /9 O RAIN SENSOR: HUNTER MINI-GLIK-C WITH FEMALE THREADED INLET. J-BOX BY ELECTRICAL CONTRACTOR ELECTRICAL CONDUIT TO —�� RAIN SENSOR BY � CONDUIT THROUGH WALL BY IRRIGATION CONTRACTOR. _ ELECTRICAL CONTRACTOR. 1) Install all irrigation components as per manufacturerCONDUIT W/ PULL WIRE TOs requirements. `,� CONTROLLER BY ELECTRICAL / CONTRACTOR. 2) Components are shown for design purposes. Exact location shall be feld varified prior to construction. 3) Mainline and laterals may be shown diagrammatically. Contractor shall locate j all mainline along sidewalks, within curblines, and Inside property lines. Sleeves shall be provided by contractor wherever mainline or lateral lines cross under sidewalks or roadways even if not indicated on plan. Mainline and laterals may 10 RAIN SENSOR be shown diagrammatically near sleeves and should be located inside sleeve. NO SCALE Sleeve sizes are to be (6 for mainline and 4" for lateral lines unless otherwise indicated. Additional sleeves may be Indicated on plans to carry Control wires. 4) Valve No.� �— GPM CONTROLLER AS SPECIFIED 34 ,/,—Square Footage of -- HARD WIRE 117 VOLT A.G. POWER OUTLET BEHIND 2 1700 SF Drip Irrigation coverage Valve Size --� CONTROLLER 5) Install ball valve before each valve. Group valves as much as possible. © KEYED LOCK OR PAD LOCK Place boxes parallel to curbs, buildings and each other. Provide ro" base of Pea Gravel for all valve boxes installed. Install a ball valve before each valve �-- SCHEDULE 80 PVC MALE CONNECTOR or group of valves. (5) All controller wires should be located underneath mainline piping inside 11/4' RIGID STEEL CONDUIT trenches to avoid possible cutting of wires if lines are dug up in the future: Contractor shall also run spare control wires in each direction from STEEL SPLICE ACCESS PANEL controller to farthest valves to serve as backup wires. 1/2" STEEL CONDUIT 7) All unsurfaced areas are to receive four inches of topsoil, seed, mulch, or sod and watered until a healthy stand of grass Is obtained. RIGID STEEL CONDUIT- Set plumb ELEVATION 8) Contractor shall field verify best possible location to mount Rain Sensor SCHEDULE 80 PVC COUPLING within 25 feet of the Controller. Avoid Interference from trees, buildings, and other structures for optimum accuracy. SCHEDULE 80 PVC, SWEEP ELL 9) AI trenching within the drlpline of existing trees is to be done by hand. No mechanical trencher shall be used in these areas and no roots larger 0' LONG COPPER GROUND ROD - than 1 1/2' in diameter shall be cut. Contact the Landscape Architect if a connect to ground terminal on the controller aPLAN problem arises. WALL 10) Irrigation heads and components shall be located a MINIMUM of 24 Inches from all buildings to avoid adverse performance of foundations and slabs due LAG BOLTS OR EXPANSION BOLTS AS REQUIRED to the shrinking and swelling of clay subsoils. 11) Installation Contractor and Maintenance Contractor shall closely monitor CONTROLLER BOX system to ensure that excessive Irrigation moisture does not cause swelling of clay subsoil thereby causing harm to foundations and slabs. HARD WIRE 117 VOLT A G. POWER SUPPLY BEHIND CONTROLLER IN FLUSH BOX D WALL MOUNTED GONTIzOLLEh NO SCALE FINISH GRADE SPECIFIED SPRAY BODY AND NOZZLE GLASS 200 PVC LATERAL LINE PVC SCHEDULE 40 OUTLET TEE OR ELL RAINBIRD SWING ASSEMBLY MODEL SA 127575: 1/2" BY 12" LONG OR HUNTER SWING JOINT MODEL SJ-712: 1/2" BY 12" LONG HIGH -POP SPRAY HEAD DETAIL. / NO SCALE GEAR DRIVEN ROTOR HEAD AS SPECIFIED set top of body flush with finish grade /— FINISH GRADE 31RD SWING ASSEMBLY EL SA 127057: 3Y 12" LONG OR 'ER SWING JOINT EL SJ-512: 3Y 12" LONG CLASS 200 LATERAL LINE SGH 40 PVC TEE 7 GEAR DRIVEN ROTOR HEAD NO SCALE FINISH GRADE ROOT BALL 4" DIA. PVC, INSPECTION TUBE - see tree planting detail BUBBLER HEAD - Place bubbler head on top of rootball, two bubblers per tree 1/2" FLEX PVC SGH 40 PVG NIPPLE 40 PVG TEE OR ELL LATERAL LNE O BUBBLER DETAIL NO SCALE ' V/—HLVC MLJA r'LU!:Pri WI I M r IIVISI f C7Kf'v/C PEA GRAVEL REMOTE CONTROL VALVE W/24" LONG LOOP OF CONTROL WIRE ' _/ �� L—L.VIJVV SCHEDULE 40 PVC FITTING MAINLINE DL. VALVE DE PEA GRAVEL WITHIN 4' OF TOP OF VALVE VALVE BOX FLUSH WITH FINISH GRADE QUICK COUPLING VALVE Ir_3/4" x 12" GALVANIZED STEEL NIPPLE — PVC MAIN LINE SGH 40 PVC TEE --- 3/4° x 3" GALVANIZED STEEEL NIPPLE GALVANIZED STEEL ELL 1/2" x 24 STEEL STAKE �aLJIGK 000pLING VALVE DETAIL f NO SCALE — FINISH GRADE — 6" PVC PIPE — VALVE BOX — GATE VALVE - LINE SIZE — PEA GRAVEL BRICK (2 TOTAL) PVC MAIN LINE PEA GRAVEL (0" DEPTH) GUARD SHACK VANDAL $ THEFT RESISTANT ENGLOSU E, 'LIFT OFF MODEL COLOR TO BE GREEN. INSTALL PER MANUFACTURERS SPECS. aggy'�h,`; ' ° 4ynK�'z `"' CONCRETE PAD, T�2,` S t r. 1` kl PER MANUFAGUTERS SPECS. FINISH GRADE COMPACTED SUBGRADE / BACKFLOW VALVE COVER NO SCALE NOTE: WRAP ALL ABOVE GROUND COMPONENTS WITH INSULATION FOR COPPER NIPPLE FREEZE PROTECTION OR INSTALL INSULATED FIBERGLASS ENCLOSURE. COPPER 90 DEGREE ELBOW COPPER NIPPLE Z O13 �WYE STRAINER COPPER U NION --M— COPPER NIPPLE (LENGTH AS REQUIRED) 00 ADAPT INLET AND OUTLET AS REQUIRED MAINLINE FROM SOURCE 1 REDUCED PIRESSUiRE BACKFLOW PREVENTOR NO SCALE AN MAIN AT HGATEt� s-t � & z C T t t a $ I! f t 2 � 2 $ ! �� >z f q { � �' i COIv1P{ANII�S ��#� DATEIf SSUE 17 FEB 2014 I5SUE FOR GARAGE PERM ggg 10 APR1L' 2014 ISSUE,FOR PERMIT & PIR 12 MAY 2014 PLANNING COMMENTS 5 i Y s { i t 5 E S t f K } ka s NDSC CW r 4 � [ k S tg f < - 4 { g ( rai , WEINHEIMER 4 Ytif f ? 4 LANDSCAPE ARCHITECTURE 3 SITEPLANNING , URBAN RESIGN. �`r >i..F�� FT � j # � 5 S { F s 3 d ; 1 OLD KATY ROAD f G F SUITE HOUSTOM {TEXAS 77024 v �13 869 6987 ``�' r 715�869 0908 ,, WiNW KWTEXAS'COM� ' , z shPRbJE�CT'NUMBER` f s SCALE M �- { n `6 NR z .. r YF f S SHEET TITLE I`RRIGATI�N4DETAIL� F° r 4 z F v fl r F j � s t hSHEET NUMBER; , F L6:02 t T CING IN AT GATE A PERMIT ' & PRICING rs FIXTURE SYMBOL PROPOSED USE FIXTURE MODEL NO. REMARKS AIL LARGE TREE MANIJ.LAMP PER MANUFACTURERS SPECIFICATIONS. CONTACT CHRIS MYERS W/ LIGHTING SA UPLIGHT BRONZELITE FL5100MHPAR-XXX-BLK-IBM1001 ASSOCIATES. ING AT 713-365 2745 56 O SUB -GRADE T.B.D. T.B.D. FOR USE WITH TREE GRATE SPECIFIED, RE: MATERIALS PLAN TREE LIGHT SG ORNAMENTAL B-K RA-8-BLP-9-B-SK LAMP PER MANUFACTURERS SPECIFICATIONS. CONTACT CHRIS MYERS W/ LIGHTING v TREE UPLIGHT LIGHTING ASSOCIATES, ING AT 713-365-2745 SD P G T LUMIERE CAMBR IA CONTACT JEFF BURNETT AT PUTTERMAN SCHARCK s ASSOCIATES AT 713-208-3900 203-GRS-50 BK W/ MB2-BK (vim PALM B-K RAINIER SERIES RA-33-BZW-9-G-120-3605L WITH LAMP PER MANUFACTURERS SPECIFICATIONS W/ TREE STRAP. CONTACT CHRIS 5E UPLIGHT LIGHTING RAINIER SERIES MYERS W/ LIGHTING ASSOCIATES, INC; AT 713-365-2745 PMBJ-TSC-X-I-BZW-M SF DUPLEX T.B.D. T.B.D. FOR OUTDOOR USE W/ WATER RESISTANT COVER. SEE M.E.P. PLANS FOR DETAILS RECEPTACLE NOT USED NOT USED NOT USED NOT USED NOT USED SH HANDRAIL LIGHT T.B.D. T.B.D. CONTACT LIGHTING ASSOCIATES 713.467.6436. SI II STEP LIGHT BK LIGHTING CM-LED-EIO-BLW/fR SERIES CONTACT LIGHTING ASSOCIATES 713.467.6436. SJ 0 POOL T.B.D. LED POOL LIGHT TO BE SELECTED BY POOL CONTRACTOR. CONTRACTOR TO VERIFY LIGHT LIGHTING MEETS CODE. POOL FOUNTAIN TO BE SELECTED BY POOL CONTRACTOR. CONTRACTOR TO VERIFY SK LIGHT T.B.D. LED POOL FOUNTAIN SPOTLIGHT LIGHTING MEETS CODE. FESTOON TOKISTAR .48 WATT LED BULB SPACED AT 36' (IN) O.G. EXHIBITOR SERIES 'EXBK-36-WH-C BY SL LIGHTING LIGHTING EXBK-I2-WW-G TOKISTAR LIGHTING INC. CONTACT CHRIS MYERS AT LAI. @ 713-467-6436 FIREPIT SM • • • • . • UNDERMOUNT TOKILUM LUM-50-IWlTRI-MG w/ LDR6-60 DRIVER CONTACT CHRIS MYERS AT LIGHTING ASSOCIATES, ING AT 713-365-2743 GAP LIGHT MATCH LINE .S H POOL. GOURTYARD SCALE 1" =10'-0" woo 0�- -n I 1 r r r r r r E ET L7.01 SCALE 1" =10- 0" PLAN mmmmili 5 O 10 20 A IOuz AIN AT '�IGATE } NYC�R 1 2 i rf € ` t E � y p i f i � 4 � J � � S t a t. - ? f `'CO.lv1PANIES _�. DATEIISSU� � d o 17 FEBi2014�ISSU FOR GARAGE PERM � t a 10 APRIL 2014 ISSUE FOR PERMIT & PRI 12 MAY 204 PLANNNING COMMENTS t 1 t S 3 t f t } f \ S Y NDSC ` APFq i h 3 A t 3 Z 4 � Sy a fi ? S i ' 4 3 t &KUE 0 WEINHEOiil1ER 1 . ..... I .... r f � N' T LANDSCAPE ARCHITECTURE- i "M SITE PLANNING � � a a , �� E? ��URBAN DESIGN � � 20 Z7155 0LD KATY,ROAD� a �HOCISTON; TEXAS 77024 s> �. 713 869 5987 � < £� w t ��WWW KWTEXAS wwlvil v } i PROJECTrNUMBER APC 052 F 41 £SCALE y 3 � h s 3 a �asp:s �j b ry NORTH, Mom b h L 4 `LIGHTI£N = PLAN sf. � t� r 3 £ z - c c ; c � t � i x � Y A t / \ ty l 1 � ! r ? , R ' z SHEET NUMBER ;1 €x