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HomeMy WebLinkAbout2200 Cottage Ln Site PlanI � I I . I I � � . I I I � . I . . I I I . I � . � I � I . � � � I I . I � . I I . � � . I � . � . I � . � I � I � I I � I . I I I � . . � � � � I . I � . I I . . I � � . � � . I I � I I I � I I I I . � . I I I I I PROJECT BENCHMARK: SQUARE CUT ON STORM DRAIN INLET . � . I I . . I I � � I . I . . � . I � . I � � . I � . I � X= 1019,9085.26 Y= 3553649.78 Elev= 317.13 . I I I � . . . I I I I I I I . I . 11 . I � . � I � � I . I I .. 11 GENERAL CONSTRUCTION NOTES: � . I .1 � . '. I � . I . � � . I . � . I . I I ; � 11 . I I . � � . I . . .1 . . � . I I I I � . . I I . I . 1. It shall be :the responsibility of the Contractor to verify the exact location of ALL existing underground utilities. . Furthermore, the Contractor shall contact all utility � � I � I I � I � PARKING. CALCULATIONS � I - � � ­ . I � I . . I I I I . . I . � � . I I I � F: : . ; ng _-] . . . I I . I . I � company representatives a minimum of 48 hours in advance of any excavation. I . SITE PLAN N07M, � 11 � . : . I I I I � � . e : � I � I 11 � . ­ � . � I : . � � 7 1 1 . I I . t i I I *k � � , . : � I � : I F ,Tfn I I � I 1.. Name of Project: CRED Apartment Community I I � � I . : � .. I - ­ , !, I I I I � � . . , I � I " � . I I I I I I I ;Total Ratio ; � I I . . i � � I I ; 4of ; , , 0 ikino I � I I 1 .2. Legal Description: Lot 1, Block 1, The Cottages of College Station Phl . I 1, - �., � ­ I 1. - : I .11 ; ... � ... .. , � , - .... _� .I ,.,a I- I . - - - . I . . � . I I I 0. Contact Dig �ess 0 - 1 �1800-3 . 44-8677 . I I I 11 I � I � Address of property, 23 1 65 Market Street I � I I .1 11 ­ . I - I � b. Contact Dan Augsburger .0 Suddenlink 595-2429 . I . � I 1 � . � . . 3. Owner: Cr � � ., I ,ystal Real Estate Development, LLC � I I . I � I � . I I I I 0. .Contact Richard Wallace 0 Verizon 821-4752 . I 15151 Surveyor Road, �Svite A � I � . � I I I � � . . ,� . I I , r' . d. .Contact Sam Weida 0 CSO (ELectrical) 764-6255 . � I 1�1 I . � . .. � � � � � . � ,� I Addison, Texas 7500.1 . . ,(972) 934-2525 � I I . I I � � I 6. Contact Butch Willis 0 CSU (Water/Wast.awater). 764-3.6.60 1 � I- I I I � I 1 . � . I 4. Engineer: Mitchell & Morgan, L.L.P. . . I 1. � � I I I f. , Contact Luis Cisneros 0 Atmos Gas (Gas) 229-4627 1 � . I . � I � � � . . � � /_ I I I I , 3204.Earl Rudder FWY. S. I I I I I � . � I I I I .. I g. . Contact Greg .Burkhalter 0 .BTU 204�2802 . I I I I I I I � I _�2 � . I . . . I � � 1 College Station, Texas 77845 . I � (979) 260-6963 . I � I - . � � . � I 1 5., Architect: Architecture Demarest I I I , I 2. All construction shall be in accordance with the current City of Colle Is Station .(C S.), Standard Specifications .for Street Construction, B/CS Unified Technical .. I I � . � I 1 2320 Voldina .St. I � . I . I ,g , I � . � . I � . � . I I I . � . . I I Specifications, Water and Sewer I and Generals, 2012, and BCS Un . ified Design Detai I Is. All inspep I . � I . I � I ,ti.on shall .be performed by the staff of the City Engineer of .C.S. All � I I � , . . . . 11 Dallas, Texas 75207 1 � I I . � . I M-6655 1 1 construction shall be .coordinated :with the City of C.S., Pity Engineer., I I I � . I � 1 1(214) 1 . � � � I 6. Zoning: PDD . � I I . I I . . . 1. 3. In lieu of .using the construction materials indicated in these plans. .the Contractor. shall obtain written approval .from .the City Engineer for any substitution prior .to . 7. ExisVing Use: Vacant I I I I . I I . Construction. Requests for changes,.should * I include product .in I formation and nn engineers seal Where applicable. I The contractor shall be financially responsible for the I Proposed Use; Multii-Family I . . . I . I I . I � ,. engineer's time spent .reviewing changes and redes I igning based on contractors reques I ts. I . � . I . � 1 I I I � . . .1 . I I I I 8. Setbacks* Per City ,of College Station Ordinances I � � 0. .Site Area: .32.488 acres I 1. � � � I . . . . I I . . � I � 4.. Trench Safety Requirements. shall .be in accordance with O.S.HA Stanclard 29 CFR Part 1926 Subpart .P and oll federal, state and .local. regulations. I . I I . I . . I . . .1 I � I 10. ,Water Demands: See table on this sheet I � I . I . - I . 5. TRENC . HING AND BACKFI � LLING: Al I I trenching .and backfilling shall conform to the specifications .set ou I t .herein.. Testing shall be provided by a certified .laboratory, at. I 11. Sanitary Demands: See table on this sheet � . I I I I I . . .1� the Owner's expense, to verify I these s . tandards. A,ny retes I t I Ing due to substandard work shall � be .at ,t I he expense of the Contractor. Structural areas shall ,include all . . I I , , I I .1 � �. � . . I I . � � 12. A TIA has been prepared for this site. � I . 13. Water Meter Sizes: See table on this sheet . � � � . .sidewalks and shall extend 5� beyond the curb lines of all streets, alleys and parking areas, . I ­ � I I , I I . I . I I I � , . I I � I . . I I � I I . I 1 6. It is the .responsibility of the contractor to comply with all State ond Federal Regulations regarding construction activities near energized overhead power lines. . . . � . �. A PORTION OF THIS PROPERTY DOES LIE WITHIN A DESIGNATED FLOOD PLAIN AREA (ZONE, I � � . . I � I I �. AdditJonal I ly, . the .contractor I shal � I I coord . inate all proposed I and procedures :wlth the City of C.S. Electrical Diviision. � . I *A" -NO BASE FLOOD ELEVATIONS .DETERMINED) ACCORDING TO THE F.I.R.M. MAPS, I � . ,work � � 1. . . . . � , , � 7.1 .AJI materials &. labor :not Adentified as a Separate .Bid item ,shall be considered subsidiary to the item. .in which It is used. All .materials and. equipment shall .be both I 11 . 1. COMMUNITY PANEL NO� 48041CO305 F. DATED APRIL 02, 2014. I I � � I � I I .� 1. I I furnis I hied and Installed . � unless otherwise no I ted. I . I I I . I I . � . � I I I I . . . . I I � � � . � 1 81, The Contractor :must provide construction. stoking from the. information provide .on these plans, . . � I I . � I . . . . I . I . � I I I � 1 9. All soil exposed .by construction. shall receive cellulose. .fibermulch .seeding. I �� . � I � I I . I I I I � SITE DENSItY I . I � I I � DWELUNG UNrrS-,432 . I I I I 10. *Trenches may be Aeft open overnight .if properly barricaded. . . I . � 1, ' .1 I � I . � I . . � . I � � I I DENSITY -432/32.49 ACRE I � � � I . . - . I I . � I I 11. Adjustment of Water Meters, Valves, .Manholes, .Irrigation Systems, and any other Public or Private Utility. etc. are :not separate pay items. The Price of the 1 . I , I I � � I -1320 UNIIIS/ACRE I I I � . I � ­ 11 I I I I � I . . I adjustment shall .be subsidiary to the construction of Sewer Line. Force Main, etc.. I I . . I � I I . . I I . ­ SQUARE I I � I I . I I 1. � I I � � I I . � -12.. The contractor shall coordinate with Suddenlink ,Communications. CSU., BTU and Venzon to .0djust the .location of ,existing facilities,. if .necessary., I I I . FOOTAIGE I � I � . GROSS SQUARE FOC)rrAGF-* 3MG19 SF . . � . I 1 :13. The contractor is .responsible for traffic control in cc.corclonpe with TMUTCD. This 1s not a separate pay item., . I � I . I . . � . I MUM -FAMILY. 354.735 SF 11 I I I I � . � - I � I � I : 14. Temporary spoil. areas will be identified on site by owner.. I I . . I 1. � I I . CLUB HOUSE/LEASING OFFIM- 13,884,SF � I I 1. . I �. I I . � I � I � I � . . � � 1 15. All roof and ground- mounted mechanical equipment shall be screened from view or .isolated .so O's not to be visible fro puic right-of�wcy or residential I � I 1. I � . . . I I I � I I � I I . . � I . I district within 150' .of the .subject .lot, �measured from, .a point five feet above grade. Such .screening shall ,be .coordinated :with the buildi architecture and scale to I � . I I � . . I I ,� BUILDING LEGEND BUILDING TYPE, I � . . 1:111 I! 00 � � � 17,413 40- -1 " � . ___. � I � I I . . I BUILDING TYPE 11 1 dl�!ioo NWQ , 20,950 . 41'-911 I � � . . . . BUILDING TYPE III � . I d I � I I'll - �,;�. I � 17,097 40'- 1 l.. 5 I' - A'.. E, . . BUILDING TYPE IV . n .1 lill 1. Al At At At I In 1111 In at = III 0 � � 28,101 ­ I 42 I -16. 5 " 19 � 82 1 . B ___ ____ __ � I 1 81 � "' APARTMENT BUILDING a2s I . 0 N� A . I HANDICAP M E I I I TYPE � ROOM 132 . � � ll� 81 Ell I 82 1 (0 . � . . I 1 � I � I . � I I I . . � I I I . CLUBHOUSE � I � , I I 1 � 0 � � 4,900 I . W-10" . � . I I � I I 11 I'll.l...�1.1�.�,.���..�....'�...��.� ... -1111-1-1.1.1-4 ... ­ I . I.. 1.11 I ------------- --- ! * *** I .­ I I ­ ­­­­ - I . I . I I I I . 0 ,�maintain a unified appearance. . I . � I I I ; . I � . . . . � . � I ; ; � � I I I . I � I � I i I 1 7. _ ... I I_ I I..��....�..'��.�����.�,.�...,.I ­­ I . .... - - 1-1. 1.1-1.1- ..;­­ .... 1-1.1.1. .1. -.11--.1.11 ............... __ ..... . . ....... ..... ... ...... __'__ ... � , I � . I . I I � I Z ; � i . � . I I : � : ; � � ; I I I 16. Exterlior .Building and site .lighting :will meet the standards of Section 7.1.1 of the Unified Development Ordinance. The light source shall not project below an opaque . I � � � i I I I ­­...- ­­ 1.1.1 -r ­ .. . .. .. I.I.I��...��.,��.I...��ll,�'..�I ... 1-1- �.. -1.1-11 I- � I. 111.111. I ... ­ ... ­­­­ ... �..__ ..... - � ... ... � . . . I . . I I I . I I . I , � - ... - . I � . I . � I I . . � ; :1 ; � ; . I I � I � � � � L � : I I � � I I ­ I � I Z -.1_1_1 ... . ...... ,__­­­ � ... � .. ..... ­­­­ � ... � . ..... � .. .. ­­, � - � -1-1 I . .... I.... ­.­ ..... I...., I .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 any property line. I � I . . . � ­­­ ... � . . . .... .. ... . �� .... ...'­­­ ­�­­ ''. - - ., '. � � I � . ; I � I . � I I I I I I . � I I I . I � I I � b I . � I I . � � I I . : � � � � I I I � . . I , ; : , I � I . ,���......,.,.�.�...�..-�.��.-I...�...�..,-..��.�..�..�-.�����.11�1.1..11..�,�.��I . ..... I... � I .. ... -1 ... . . . ... . . ....... 1.111.1.1. �'....". 1..1-.---....-.- __ . ....... . ­ ...... ... ... . � I . . � � � I I � 17. Contractor shall provide parking lot striping .in .accordance with, the layout shown on .these plans. I I I I I I I . . � ; � ; : ; � I I I � � . � I . I I I I . I � . Parking Required � 9921 ; � � i ; � I � . � � - I * 1 8. , All storm sewer .being constructed with this site plan .i I s private. , . � I � � 1� I I � I I I I . . 1. � . I I � I I I I I I � 19. All dimensions are to the .back of .curb .unless otherwise noted.. I I I . � . . I I I � I � � � I I I . 1 20. l' Contractor shall.:coordin.ate with BTU to adjust guy wires as shown. Expense of .relocation of guy Wires by -owner. I I � . . . � � . 21.- Contractor shall :coordinate with BTU location of all new power ppl,es to be set. Expense of oil new power poles by BTU. . . I 11 I I I I I I . I � 1 22. -Contractor is responsible for cost & installation of all electrical conduit for CSU service area. � I I � � �, I � . I � . .. I .1 . I � � � � . � 23. . -Contractor is responsible for cost .& installation of all secondary- conduit in BTU service .territor . . , � 11 . I . � .y. .BTU .will provide ,electrical 'conduit .for .all primary conduit I ,­, -4 ­+­+­ *,. ,-^-;KI& +�A, ,­+�11,41­ i , I I . I . I � I � I . I I . I . . .� � ... I I +.........-I ... ­_..­.­ .... ­......­ I—- ... ... ... . � ... ... 11 .... ­ ... ­.­ ­ ... 1.11 ­­ ­­­­...., ...---1 ...... - ... ­ ..... "....1.1 � I I � : : I I � � I Parking ProVid�d�-993(pfus24HCtpatOsl=1017 ; 7 1 1 � � i I I 11 ­.. ­ I—- - - � + � I ... .- __. .1 ......'',_ .......... ­.­­.." ..... .1-.11.1-�­­­ ... �. 11 . ­ : .. I � , ; 1 , , � I I ; : . I . I . � � I � , � � i � I . I . ...I.I.I..­ ....... . . ... ... �.: ... � ..... ........ ___ __­­­ .... I ..... ­­ ... ... .... ... . ­­­­ ...... � .. .. ....... ..... . . .­ ... I ­ ...... .;-1 .... --..._-1-..-....- ­.­ � � I I � I � . + . I ,Tqt�al HC Required perTabla2 Section 4.1;2.dfTAS,= 29 plus 1 foreach 100 ater'1000: i . I . : 1, ­.­. .:.. ­. I � �. - - 1. - � .. - .... - -1---.- . � ­. ­­ . . ; ­ ; - : ..... ­­ ....­­­­­­­­­­ .... � I . ;Total HC Required =.21 . I ; , : I I I . . I I I . I I I I . I I 11.11 I ­ ... ..... _ ._._ , ..- ... ...1-1.1-1-.1-1. I.. ­; ... � ... � ... � .. . ... ... . � ... . . . . ....... ...... � ... - - � ....... _______._1 . . I I .:Hc P I . I : , I � I I lqOng Provided =:24 , 1, .""', ; � � ; I . 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I I I � ­ � le� I � I I � Ib" I .. - � I I I .1 I,/ I I", � ­ I I 1:1 I I I �:� DRIVE I Ip I � ,,�x',,.�, . ,� I � I ­ . . I : I I � . � � , x 9" Long. Top of Bar must - . -.1 I 11 I - + . I 00,71 ._,�"­. - I . A I . A I I � <�/�,��', �, - " I . I �� 0) � - I I f `* � � 1b I I . be flush vith top of block. I � a I /­�- #4 Bats 0 15" O.CJ .W. ,111011111411, 1. . I Nl�� 1-2:_ " I . I � . I I ,1: . � � . . I 11 , ­ I I 1, I . . . N I . . - . . I . � I I . � f I ... .- " I 1 >v � . � I 11 . I I I I � � . _�, , I .1 I � . ­­ -L .� � J � . I ­ I � :111.�, � I I � I ; ­� I .1,11.1 ELE AT I W "I �1:111%1.tk-."W� / r . I � I I'', I / _;�+�/ "'; , I � z��­, I-.- I ,�: I � .1 . 1, ,­" - :1, " I'll I 4 =0 PSI 001 ,11 1111i,:� fP1'.,.Hr1 � 31 1 1 � I I ,� // . . 1-1 noeti, - I �­, I . . , , , I " . ­ I !�rmuv�itj -----,/ , 1. � . . � ,�.;� " I I., , v , - I I I F) 1b I � . � . .1 �_ I I � I �� 1 I � 1- � - 11 :� _1 I - 11. : I I I . I I - 1 I , �, ­ � . . I 1� . I I I I . I + .1 . 11 .11- , �;�� 4 � . �': , ,.'�, : �,,�'�e ­� , , �, . , _,::, a= - - , I 11 I . - . � I � � I , f, � ��,,,..,�;"`,<; I I I/ - � I - - - - - " " N Lo K '11IIi.ttillIf Kim � . h, I +1 ­ � �/, � I . ,­ I I I . . I I I ' ' I � I � I + I . -�:!-:�:�:, - , I �� �/>\<,, //,\�,//St\0\/,1,/1\x-S/ \/�\�Y\/,�\�� . � I ­ I . _'�X,�,, '. -, - , � : � 0% E 0"O"T FMATom I . :, 1�1 I � I , -�:"" I , , � 1: I I , I / .�� 1 �, ;;: I 1 1,2* 1 1 1 � : , . . � . 1. I -1 � .. 1 - 1� �,­ , i I . ,oIo� . �> "\6" �t�billied Suibgrade I I . � I I Ill I �. I I I I I ': :, ,,, � ., " 11. I .. . I , /, -/ , I I � I � I �, 1. . � I", ., '. � ­�, � " _'., _, :­ I I ,�� I.- � , , � � I I I . . 100 11 $11 - ; ; : , , ;;;00 , I I "I / X -, ,,, -, \ ,/ / - ., . I . � - I ,: ; . . , �� "I - . " � > � �� � / /\ I .LAI � - I �� FT. . / /�/ / /,/ // " ,z , � " � , ,� ; . � �, / \//\/ \/ \\)/, /I __ ­ I 11 I : ,: , ,.. _� ,�!,�,� '0071,11,1_11 . \//,V/,�, / , . I . I I I 11 I , x , I . I � � : " I I '_i.�: "'.. /;� ,,�, . I � � I . I I �� . I 1 6.1 " ­ �_ I + I I . � � I I I I _,_._____ I . . I 11 I I.A*,�,J','�, _.'� I ,�, ­;­ �,,� ". I . . . I I ­ 0 F QUIRED + -4- 1 1 " I � , . I I I 11 a � , , _�, ,. , 1411`,� , �, �, �: :1:_, til, I ", I . � .. t] I � � . 1111h ��, . � I . I r - ." , I , I I I 4:, , �, , I I , I � 1: � : ,. 1. 11 � . I , L r . r ' � I _ r I L - ... - I e " � I I : ': I I � ,�:, ,,:,�,�,�,, �, 11 I ,1�: I M � . . I � r 's " �­ :'��: L, r " � ,_,��','�,' �;/ r--. . . 51ANDM CONCRETE PAVEMENT M 1'� - L �: -7, ­,%, , I , , - ` " ` WR,_D_U1T7_? - . �',� ,N__t_,_t�_'_:I�,_ If §t�' .5 ii I . I r _r I � � " " 2' 7,11-11 r ., I -1 +1 I I i I . I r ! 1 e�l r e�ye V :1 � I'' :1 r L' r' 'L;�,2,�,," rr.',,;Lr.. -1 I I I I . . I L I . L . ,��L, -/r, . L I I L . I . L I L L - 11% , Ir . . I I ,��L' � L r - . L � L #4 Bars +@ 15" O.C. , 'L'-`, ,,+�"/ I NTS . � I I I . r r. , I 1��.,, � L,..':�' . L L III . . I . I. I I I ­ _+_ - - __ 11 I L I I . L �, I � � .� ''/,. rr, I I r L . . ""'ttl +2 . . ,� , � . ,/ 'K, . STANDARD PA I I . I r L . ' . I I r I 'r . . I TYPE 3 CURB I r I . L , r N. . I L ,�) � I "'�,,Ii? , �,111,� -1, I . I NTS L r r I I I I 1. I I r r � . . L ­ ,�,,� (e,i itv wiiviirii?t, I . I I I I . r . L I I � L , I I L I L L I N.T.S. 1 D+39 L I 11 I &OCK DETAIL , I 0 1 + - . . r 11 r r . . L L 11 I L I L r I � L L I r - . I 11 L r. I � . r r . I I r � L L � . '71 +49 , . I r I I r I I r r L L r, rr - I I I L � I ­ L I L L . I I . . . I r . . I +- . I I I � .1 � � r L I . . . I . . I - L . � I I r r I I I I . . I L r I I L I L . L I . L . � L I . I I I r r %J I nr.%AV1n=W L V1f.o,11V1 I f 1V1Z4J""` I � L . � L r I � r + . r L r 1� I L I I . +.I L . . I . L - �&T I � I I I I _`_� I IVILT '4 1 \�.J�_l \ V 1%,, L_,J I I Em BM 011111 PAGE MATICH LINE, L r L I it I I I - L [:PLXT FILED:+Ll.... - I i;, r L . I - I -1.1,1111-1 - 11 e -WL WATERLINE WATER SERVICE EINE r SIDEWALK REMOTE 6" FDC FENCE WATER METER FIRE LANE FIRE HYDRANT ---- 6 -SS ---- ;SANITARY SEWER SERVICE LINE o SEWER CLEAN, OUT _ _NDS—E STORM DRAIN .:EASEMENT CURB INLET EXISTING SEWER LINE JUNCTION BOX/GRATE INLET — PVC EC, UNDERGROUND ELECTRICAL EXISTING PUBLIC UTILITY CONDUIT EASEMENT GAS SERVICE LINE EXISTING CURB BTU TRANFORMER 0 COGS TRANSFORMER O CoCS 3'X5' PULL 80X UNDERGROUND COMMUNICATION -PVC TELECOM CONDUIT F 1-2 PV ELECTRICAL F 1-3" PVi F1 FrTPi Al 1-2" . PV CTRICAL CURB SIDEWALK -'�'— FENCE -R—taM— FIRE LANE oma® RIGHT OF WAY ------'-_--- BUILDING MINIMUM SETBACK ------------ PUBLIC UTILITY/ACCESS; .:EASEMENT - tx -- EXISTING SEWER LINE -- EXISTING. WATERLINE EXISTING PUBLIC UTILITY EASEMENT EXISTING CURB .EXISTING. SIDEWALK ®mmmmm® PAGE MATCH LINE PROJECT BENCHMARK: .SQUARE CUT ON STORM DRAIN .INLET' - X 19.9085.26 Y 36 355 4 9.78 EIeV 317.13 www.mitchellondmorgon.c__omm..� Firm � l44A a c f 51.25 LF OF 2-4" PVC LCT I E E R CAL �i Y .a .CONDUIT 42.24 LPVC nFl 1 i E CO a c f 51.25 LF OF 2-4" PVC LCT I E E R CAL .CONDUIT BTU .. ✓ U U UU PUE LOJ ❑ ❑ WIDTH / NSFORM A / R ER ?r ( A c.: Se O ! p h A @ FA 4 Y 9 � e • A t- CJ n hf i o A 5 D� AL GRA 5 D VVA�.K X YV �{(y LE. b R b ' � tb. a7c> (TVD\ ' ■ .. to e: � .. r ,r n .. ,.. �.. � . � 6 :. ba11.. b b n a\s^ r a _.. '. .... ... :' .. a A•. _ r . ... _ ..... ._ _. r . a,n,._ .bse"a,. Hn cures ano curo enas aesignatea as firelones 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" Notei: Signs made of 3/32"' Aluminum With Baked Enamel Reflective Finish and Screen—Printed Images for Durability, Colors Are Blue & White. Refer to Texas Accessibility Standards ' Section 4.30. for Text Sizing. ' f (four inch) white lettering may be * Use for Van striped on the surface of the pavement accessible Handicap behind parking. stalls in lieu of signage: VAN ACCESSIBLE Signs .� FIRE LANE N0 PARKING STOW AWAY ZONE® .rn 1: , ZV PARKING COUNT *FIRE LN* STRIPING 3 18" x 12" _ _ _ 2a Galvanized See Ordinance for Steel Sign Post additional Information E —2 Lbs. Per Ft. �. .., .».R-...� ,, .. �... �,. � • -� w ��n�., .. a {{ .'It*f z-:. a-. - '- ® y, C4 , i •Y � 7 e ♦ ` e a _ f t r f r 7 jijk < t ! r :_ , n x a4� , " q+ ' _;:.: � _ �, . -, , .,•. , .- ,:' .:. »• � ELECTRICAL AND TELECOM r CONDUIT AT PROPOSED EXISTING LTGHI� .. '�. .• ♦..� . ., .. -,,; .d' ,, > REVIEWED ,.. > _ _. ,°� . .. '.: - " ♦ . ... ... _ - ,.:" m; N , / 1 "`� POWER POLE POLE (TYF) °. . .COMPLIANC «P.. r ,� X5.:.201.5 .. MA H!&O,. .. r .TaTIC�r -�, tea. .✓ ;,X ,*.:., � ..:'- o•'.....A !` EXISTING 8 ENGINEERING � . _. .'• ; ' �. .. ♦. � ,;.. _. e, .: r ✓' WATERLINE / t . P .. � , . .. i _ . /'f. v r♦.: .. .. . a. pv F � - soy, l 111 r. • ♦ ♦.. �;,e .. ,... ::'.� EXISTING -� •°' f . , .� OF �I �I >i' T.979.260.6963 F.979.260.3564 . ...... ... . ............. . . —1443 TX.. FIRM # F 3204 EARL RUDDER FWY. S. COLLEGE STATION, TX 77845 PlRbI50SED: PLAN DESIGN SPECIALISTS IN 78.43 LF 0 15 EWER CIVIL ENGINEERING HYDRAULICS . .... . iu 1-2 PVC SERVICE LLNE Uy lRQ..6 UTILITIES •STREETS Ad HYDROLOGYq " BASS SITE PLANS + SUBDIVISIONS RAMP . CLEAN. OUT ELECTRICAL . . . . . . . . . . S 7 1 0 mi h 'Y! S TO R M CONDUIT PROPOSED "ATTE PROPO�E EMBL R F, r7M— ♦ 6 D T SEWE u K•�l � I . .1 F - 1 03.36 L C r EAN OUT R 15 ' r ' \ r . Firm m; 4 3 R RVI r F I en - n NI o 6/11/15 OF F . . . . . . . . . . . . . . . P�E All I . .. . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . VERONICA J.B. MORGAN NA r . . . . . . . . . . . . . ;.. ...77689 . . . . . . . . . . . . . . . <) . . . . . . . . . . 77 8§ -p 79 t / - :p : V 7' 7 LM _4 -wL WL 2 18 j7, Fi! �i F7 i: Ff UI:1 A FwL yp) j z t j !,7,TYP,. __� _. I .:.1� �. ___...:.. _.._ .. , ......,.._. . I•' ._.... _.. __ ... .,� � ::� _ _._.... _.. � ;:� <,} w .err _ I.:- .:'4_.. c. ... �;t ;;:, __ , . ::: . ""'"}u';, I.^^^�.^ ^r•—.^^ ^^�^^^^^ -- ^^^^-r-.. ;;.�_:._ .. _...:.,;:,.I,.,�rr _...^.^� .; � � � #- _ � . € S (.. ... � I _.. _- � _ - % U NA I IN I IN 1-111 EXISTING STORM EXISTING :STORMDRAIN PIPE DRAIN INLET REMAINDER OF LOT 2R, BLOCK 2 C THE COTTAGES OF OLLEGE STATION 7 -NOTES. 1 ALL CURB RADII SHALL BE 2'L MEASURED TO BACK OF CURB PHASE 1 UNLESS SPECIFIED OTHERWISE. 2. :SEE SHEET WL -1 FOR TYPICAL ISLAND DETAIL. PLAT 11391/129 3. ALL, CONTOURS SHOWN. ARE EXISTING. FOR PROPOSED CONTOURS AND FINISHED FLOOR ELEVATIONS REFER TO W' P. i. CHITECTURE DEMARFST tdeARCHITECTURE bEMAREST; . L.P, FF ALL RIGHTS RESERVED -6 0 � Lo uj Q) r -P E 0 o 0 0- cn > (D Q) < n to % U NA I IN I IN 1-111 EXISTING STORM EXISTING :STORMDRAIN PIPE DRAIN INLET REMAINDER OF LOT 2R, BLOCK 2 C THE COTTAGES OF OLLEGE STATION 7 -NOTES. 1 ALL CURB RADII SHALL BE 2'L MEASURED TO BACK OF CURB PHASE 1 UNLESS SPECIFIED OTHERWISE. 2. :SEE SHEET WL -1 FOR TYPICAL ISLAND DETAIL. PLAT 11391/129 3. ALL, CONTOURS SHOWN. ARE EXISTING. FOR PROPOSED CONTOURS AND FINISHED FLOOR ELEVATIONS REFER TO RAMP UA Ai M I fl K n rl r M nAnViA,1, r W' P. i. RAMP UA Ai M I fl K n rl r M nAnViA,1, r EXISTING CURB INLET ! EXISTING STORM BRAIN .PIPE t l v -w • v ■ •� � �-♦ • ♦ oogyg `Iy. o `ENGIN EERIN I NTS. f f' NOTES: t` 1. ALL CURB RADII SHALL BE 2! MEASURED TO BACK OF CURB J { UNLESS SPECIFIED OTHERWISE. t 2. SEE SHEET WL -1 FOR TYPICAL ISLAND DETAIL. 3. ALL CONTOURS SHOWN ARE :EXISTING. FOR PROPOSED' i CONTOURS AND FINISHED FLOOR ELEVATIONS REFER TO f j GRADING PLANS. 4. ALL PUBLIC UTILITY EASEMENTS (PUE) ARE PROPOSED UNLESS SPECIFIED OTHERWISE. 5. ALL VEHICULAR ACCESS .GATES SHALL BE EQUIPPED WITH AN. APPROVED COLLEGE STATION FIRE DEPARTMENT KNOX. LOCK. r°t trt�h� feet 6. SEE SHEET SP FOR ALL WATER METER SIZES SIG VALVES -PROJECT BENtHMARK: :80UARE CUT ON STORM DRAIN INLET X= 1 G1 990.85..26, Y= 3.5513649.78 El .317.13 ev= 'E -T IN -- i 05- ............... 01 M 2- j 20.71 ........... 32 a" Min. Low Permeable Soil tZ7 �Ifj=j z "A' . . . . . . ..... Keystone Standard,11 09* — — -------- -- 7 Keystone Cap Unit ell 'Unit ........... Unit Drainage Fill ITS=320.76 ITS=321.8 ITS=320.9 ITS=320.84 > ---- (3/4" C rushed 0 - Rock or Stone) Approxim t Reinforced TS=320.88 V- 1 1/4' mits of TS=321.8,9 TS Excavation 8" .88 :'Grid -Depth." V Finished Grade =31 i.48 9.48 4' Perforated,PVC Drainage Tile 1=111 H= I NMI. g :g g - p, A Note: Unreinforced Concrete IFL=320.011 PA`� When site conditions require,mrap drainage or Crushed Stone A 'S=320 tile in 8/4 aggregate and filter fabric with Foundation SoiD Leveling..Pad Bi drainage composite or aggregate back drain -40) IRE 01 -321. t NINE, - - ------- - 8 ONE Ni system, asdirected by geo echnical engineer. J7 V. jam x 0, ulp All =322.2 Typical Reinforced Wall Section, g 1" Setback Standard ll.Unit g -11 inTk I FIN wag"', RNily T5 - --- --- R .2 Pq M Breezewo area -, -`�� 2'111���i �z _1 _01, h Flo & FRI �P` -0 Cap Unit u5 below F Base Leveling Pad Notes: Standard 11 Unit inis or ).75 1. The leveling pad is to be, 0" See fou 317.74 -';(graded at 0%) tO width: 18" Width: 18" TS= z' ­:�, I , ,� � ndation HER. constructed of crushed stone �, � , ., 1 I Depth: -10 1/2" S loors . :_�. 'NE R124 -i or Depth: . 18, 2,000 psi± unreinforced i- plans for Height: Height: details. 1' at enter concrete C --�V2_11 R g, N *W ight: 50 lbs _s Weight: 112 lbs 21 _2 f uil ing. F 'A" _01 I & $_k `F_ "M -.11 =322.2 I MITS=32 1. 7 L7 -F, EffS=320. H 2.The base foundation is to, be 4 approved by *the. site geotechnical engineer prior to placement of the leveling pad. Unit Face M"N "K" "N' _g A li GRADING PLAN NOTES - 11, The contractors shall place all silt fence and :other sediment traping devices for the graded area and, stockpile area prior to any land disturbing activities, 2. The contractor shall strip and stockpile the top 6" of soil for the entire graded area., Minimal stockpile areas are, available on 'site. Stockpiles shall be placed in a manor which does not adversly affect drainage. 3. The contractor may then proceed with grading operations. General cut fill soil shall be segratated from the topsoil in the stockpile. area. 4. The finish grade in all landscape areas shall include at least 6" of topsoil. .5. Any stockpiled Material must be removed from the site prior to substainial completion. 6., All soil exposed by construction shall receive. cellulose fibermulch seeding. 7. The contractor is repandsible for ADA complilance. ALL, sidewalks and buildings on the project shall be accessable. 322 GRADING PLAN LEGEND Index Contour -Existing ------ ------------------------------------- --------- Intermediate Contour - Existing ------- Index Contour � Proposed Intermediate Contour - Existing Proposed Top of Curb Elevation (_X�X_Xx Proposed Top of Sidewalk Elevation TS=XXX.XXI Propos�ed Flow Line Elevation Proposed Top of Grate Elevation ITG=XXX.XX I 320 REVIEWED" F'O'"t COMPLIANCE AUG 5 ZO 15 $7, COLLEGE 81 -ATI N ENGINEERING 11JR .0+00 0+75 0+00 0+50 7 0 OCU, S LD I k .322.08 4 -,WL 0 ......... (�_320.96 j > =31 9.4 321.43 T 7 1) 1) on �j 7. 32 9 321. 3 2. '?'VC'�EC 32 1 q5 A 321.37 4" Ovc 321.58 v .20 4. A ARCHITECTURE DEMAREST ARcHITECTLIRE DEMAREST, L.P. 322 ALL RIGHTS RESERVED �321.31 320.44 M 322.54. (D =3 Q V) C) f Uj 0 322 0 320.65 tj V, - (D C: 3�2. 5 0 > 0- U) �322.20 C) 777� I S=322. 19 U-) n P=320.6 �Q23.5, TS=320.2 24 ..... 1.900004 323-54 P= ).7,0/,, Z T =3 S=3 .01 v IN 2.60 0 F/P=322.4 31 D: 7' > TS=326. 1 b 2' w w '0 w w z NZ S=322.80 0 322.77 322.79 TS=-, 2314 100 Year Clogged 322.b,5 In Water Surface TS=322.9b" % TS=322.5 - - - L I r----- /1 -7- 323.01 ;tvc 17. t 317. 32 1 .82 STM MK' INIM PROTECTM v 77 324.54 swpp I -M: DMN ;D P;p324.51 > 31 A �91 Mai, 7.. 324.24 322.74 3 17 -55 7nM A 325.14�1, "I . . I . . . I . . . . . . . 323.99 FF=32 IM On f R 51 .05 REVIEWED r 32051 A Ll CE, 0 M L r 323.66 w 015 324.19 AUG 2,5 Pvc L G_ L -7A r)R ENGINEERING 324. 63 .52 4,31 ? lam= I won= NCO H r j�x . . .. ....... . . ......... . F.979.260.3564 A .... ..... . .. . ..... ....... --g T ..... . . . . . . 111.4'Rs 1.N� . . .... .. .. —1443 TX. F1 R RL —q M F MR�,�!H UDDER FWY. S. —ft 1319.1 3204 EARL R 32 v COLLEGE STATION, TX 77845 mogm �ftlai PROVIDE 319. SQUARE YARDS PLAN DESIGN SPECIALISTS IN n-1- PIMRI, OF ROCK RIP RAP CIVIL. INGINEERING HYDRAULICS rlyUKULUGY *UTILITIES *STREETS Q2 SITE PLANS SUBDIVISIONS 'lot 7 04V tok I 'ji Z76... 20.10 x dmorgah.com OF www.mitchellon SW DRAO I'M V -1443 Firm #F 6/11/15 INLEr ow IV ',j 6, 328.0 it L V, 3' �/P=3 .4. 7—_ 1 1, .......... am son= SHEET 11 p, 41 VERONICA.J.B. MORGAN 199MMM 80=0 Ems= wamm �Miwim, / T.. -.1, 1 1, w, eam man= MON K77 01� ?2 SHEET Vo4F 9 2 PROVIDE� 32 0 SQUARE YARDS ......... .. N P=3 fi'f& z.,, , S — -- — — — — — — TS=320.69 I iz� OF ROCK RIP RAP*'*: v ®R Ap 4 10,0 Year Clogged JO MIMI,; Al t - -T E 4 clition Water Surface /(9 51 Con FEE -V % A RR 'U ff 1N qg� -g g',w g Cli 0" "NN"l- gg R N N C Jw ef T -ow 4- # '01 Water Surface '.6 - 320.9 0"; RUI F 7,7777 5i a,77- 12 Rmit� IL � In INEBU .0 1.00 Year Design 0 INIEN."I.-e-,"I" M w -�g 320.4 w� "Mo I NG 0 .. .... rox r., op N am "N" IIRNRR -p P7 9. Ci p awl r - ----- g rn"g,,j V lj 20. 3 'A k— J 2 - - -------- f SITE SECTION MAP NTS NA .; k 17 5 enN \ { .50 o p' •i2 - Ito rail L100 ( :3 I I -a I I 1777 7 1 1 fw„*a w I' -- CD 1 50 .15.00 15 00 I "17 50 . < .. cn .. ,' , . (— r: / 0.36 15 00 15 0 15:00 17 50. 17 00: 15.00 15.00 16 00 m �s I I NI o ' co f PROJECT BENCHMARK: SQUARE CUT ON STORM DRAIN INLET X= 10199.085.26 Y.3553649.78 Elev 317.13 00 \- i 6" PVC DR—:14 AWWA C-900 FDC LINE 6 .PVC DR -14 AWWA C-9.00 FDC LINE 2" SCHEDULE 40 DOMESTIC WATER SERVICE 6" PVC DR -14 AWWA C—.900 FIRE LINE 6' WIDE SIDEWALK CURB LINE .: CURB LINE - REMOTE FDC (SEE" FDC DETAIL FOR PLACEMENT) a z REMOTE FDC 1-6 M.J..-GATE VALVE WITH USA i r (SEE: FDC DETAIL LL562 LOCKING LID OR 'APPROVED "1 FOR PLACEMENT) EQUAL (REQUIRED ON ALL .FIRE LANES TO THE: BUILDINGS) : }F DOMESTIC WATER METER DOMESTIC € r E � WATER .METER EDGE OF :PUE r 1'-6"X6" M.J.) 3 TEE FITTING _6" PVC:.DR-14 AWWA C—"9.00 FIRE LINE 6" PVC DR -14 STANDARD FIRE w AWWA 'G=900 HYDRANT ASSEMBLY 7 F ` E LINE (WHERE: REQUIRED) Y 2' COPPER j SERVICE:LINE 1-6'X2' M.J: 2" 'COPPER ;3 CRO, ITTING SERVICE LINE 3 3 33 } f� s 8 PVC DR 1 AWWA s 8'r DR: 14 AWWA w k`' C 900, WATERLINE k � r C :.900„WATERLINE;r y j PROFILES�'FDR” VALVE PLACEMENT ,s ..m..x..,v....x::..� ....rue...'..r.....x 'w..,v. ,... Ga.s...e... .,....._ ul .., H.... .a., TYPICAL+ IS -LAND D NTS P 2 : .. , � t .... ...._ '. __."_pis_. ,..-..,,-.. _- :.._., __v b r __._ i J .. 6 WATERLINE E'" _ _ _. . _ ,, , _w...� a 6" 'PVC 1C-900) OR 4 AWA x.. ... ..:i: :..- .SEE big= ._. v DETAIL. SHEET FOR EMBEDMENT , P _ pUIL DING 1N r.,W ESA 10+36.16 , _.. . _ x M.J. GA _-,,. � TE VALVE V 1 6X6 M.J.M J T , .. EE 1�,,- EX ST .x _sem..._ ..:,._,. <Y L _._ r _r A .... .s..... .._ .., ,. ..n _ 3 7.50 ,? �. i e USA .LL562 LOCKING J/II OR APP. 1 E. � ... ROVED E . e Q : FDC -r «a W 73 : _... . , ..�.. �. m f P ; C'• �'d C �. �. �. - m R rr . wt. C . - er' � .L,. t •.....�. � . , �,.« .r IL �.. s1. d. x_ FDC R- WL -L. STA9+60.0 . v_... >. 6 M.J.GATE VALVE WITH ,_ . _ i s_ __ _,r. _ _ .. ., , _, CONNECT TO EXISTING .,_ _ _�.. _, .._ _r,: r_ ., 4 USA L 56 w. L 2 LOCKING _..,._ ,.. , { _ �j r .. , .... _.. � . . K LID , .._ _.c _ __ ,�_- _ _r __. _ . D ..... : f ....: 1TEEOR APP 0 ..__., Y 8 X6 M.J. , R VED E UAL r P , _ .. r__ ....,...�. Q _ w 2. -.. _. .. . x z x 3 .r__.. " _ , r , ., moi. ._.. .. 1 _ _ avr .._ , ..v ✓ � 8 GAT A _, .. .,_ r ,.. , ... E VALVE. & __. _. , ,_ BOX I } s _.... . .. L E STA 10+50.11 M, ty FL 313. Q 32 6 WL� .._ 1 FIR E HYDRANT A SSEMB Y kILDIN _ F 1 (7 E U L 3 7.50 �i F II F.3.yI€ I GATE VALVE WITH 562 4M r; e. LOGKI G I >. ..6 P.. l OR APPROVED EQUAL _ Y w S, 4 ^><. _ •w."^.+•. b �x..i.^M... •,a+e. � { gg .,.x.... .: 6. • '.. .P > ii. .,.: - .. WL -D STA 1' r. !. WL -B STA 2<. WATER LINE CONSTRUCTION NOTES: D „ ' 1-8" M.J. TE 1. - 6 .MINIMUM clearance earn WL B _ nce in .between water line and sanitary sewer :line. `.:: " " 2 8" M.J. G: 2. One segment of waterline shall be centered on the sanitary :; FL=317.14 sewer _line. 3.The sanitary sewer- shall be embedded in Cement stabilized sand 4 I, 4. If 77 possible, the waterline crossing shoUld be centered between the sanitary sewer joints r 332 332 330 90.11' OF 330 STRUCTU . L BACKFILL 482:48' OF STRUCTURAL BACKFILL 328 328 328. PROP. 17INL 326 HYDRANT 330 324 324 EXISTING GRADES 322 328 322 320 /j 318 /PROP GRACES m Z 2 0.000 320 - 326 318 6" GATE T 324 VALVE 316 y316 000, 314 314 312 EXISTING GRADES ��- PROPOSED RADES 312 WL -E STA 10+36.16 1-6"X6" M.J. TEE 310 FL=317:50 310 WL -.E STA 9+60.00 CONNECT TO EXISTING 8" WL WL -E STA 10+50.11 308 1-8"X6"' M.J. TEE 1=RE HYDRANT ASSEMBLY 1-S" GATE VALVE & BOX FL=3.17.50 306 F.L=313.32(6"WL) 306 320 304 6'0 WA7ERUNE "E 6" PVC (DR14 - AWWA C-900) SEE DETAIL SHEET FOR EMBEDMENT 302 302 VALVE ` - �a + 0 2911 W 298 296 8" GATE 296 294 8" ATE z_ VALVE e 294 318 M in N :Ito Ito -----_--- --- 292 VA Ki Lri NOS 316 MM M M M M 292 CONDUITS 9+00 9+50 10+00 10+50 11+00 r'.. s't 91' ING d o r L I 0 ri M.J.GATE VALVE WITH a aIA1r" 1I' A LL562 LOCKING LID v OR ..APPROVED EQUAL F.979.2E WL -D STA 12+72.60 a - TX. FIRM 1-6"X6 M.J. TEE '� FDC "' b 1-8"X6" M.J. REDUCER 3204 EARL RU m,..m.. 12 SS " - FL=310:0.3(8''-WL) tz_s$.mm• COLLEGE -STAN PLAN -& DESIGN I c, CIVIL_ENGINEERIN HYDROLOGY * UTIL Cs- ;� T� SITE PLANS * c M.J. GATE VALVE WITH ,. USA LL562 LOCKING LID Px ;.�_. www:mttchellan >f87.16 vP' APPROVED EQUAL ` g e) ii 4NT ASSEMBLY FDCAh N =0t TEE 's;?i WL) 3 r �u3 mca P GJ: U j LDfi�G D 4{ r ! F i ? s - m B, VERONICA J. R.3 to --' is EDER r r s bf 'BiddriQ� U r Uziat-6!bCUR12 MEN 1Rm 4 it SpA � 11-1.11 J I SSrONA1 ti J4k w.. n h x �<. r =v 1a r t "'h•, n V a N 1 m 1 _4 1 r 1 1 � 4 er b a: K a B 1 F 3 x a `tvx � r r> � RCHITECTU E =<L R ate^ f- G .c�'� 5 i3 : t' a � k Jac c `� Ci ARCHITECTURE i93 „ ALL r� - RIGHTS F E �< -3 tiL T 3 1� t U ,x IG B, xt A 3 � ? - N .,:a - .:yam T-^{ t-�'z,S�[^5 �: � ��'`: ,vim' ��'�.� � ,..h ,s Cx�t � ra,aR ••-' �ti t L• B f_ r J ix it s, W ' C B ss O Y E 6 P N nL I, c= rf R E • z L O el 777777-7 y U" U `p y I d 2" Now ;,.fid.• /..• --------BOE. - � . � - I "`'o' 332 482:48' OF STRUCTURAL BACKFILL 330 328 326 HYDRA T 324 322 EXISTING GRADES ��- PROPOSED RADES 320 VALVE 8" GATE HYDRANT 8" ATE z_ VALVE e 318 -----_--- --- VA VE NOS 316 -4" PVC TELECOM CONDUITS - Sta.= 4+24.48 • INVER =311.97 r' ...0, MIN 314 8" GATE WL- STA 14+20.23 T II _ VALVE 8"X45' VE TICAL M.J. BEND iv II ,,�+�"" .2.00490 PRIMARY EC - FL -311.15 '- o U '' 7 379' X89°` Q rnINVERT= Sta.=.17+04.73 67 : 312 0.33796` , ,. 1- " PVC 6" MIN 1 PRIMARY EC WL -D STA 14+48.05 o_ ` ` 8"X45' VE CAL M.J. BEND INV RT=312,40 WL -,D 17+55.08= 310 �n 0 I\ .00096 FL 311.25 :STA, WL -B STA 29+64.83 ai 1-8" M.J. TEE WL -D STA 16+16.88 2-8" M.J. G.V. & BOX 308 o_ o II p WL -D STA 14+ 5.04 WL -D STA 1 +43.04 1 -FIRE HYDRANT ASSEMBLY FL=317.14 W 8"X45' VERTI MA BEND ` 8"X45' VERTICALM.J. BEND 1-8"X6" M.J. TEE FLa308.99 FL=314.59(8"WL) _ 306 WL -D .STA .12+72.60 , 1-6"X6" M.J. TEE WL -D STA 16+64.29 1-8"X6" M.J. REDUCER 1-8"X4" M.J. TEE FL=310.03(8"WL) WL -D STA 14+60.00 WL -D STA 15+80.25 1-8" M.J. G.V. &BOX 304 2-8"X45' M.J. BENDS FL=3J 1.29 1-8"X4" M.J. TEE FL=315..18(8"WL) 1-8" M.J. G.V. .& BOX WL -D STA 12+87.16 FL.=314.13 8"WL ( ) 302 1 -FIRE HYDRANT ASSEMBLY 1-8"X6,, M.J: TEE FL=310.19 (8"WL) Sw MMUNE �' 300 �' (.0 E REVIEW FOR 8" .PVC .(DRf4 - AWWi4 0-900) SEE DETAIL SHEET. FOR EMBEDMENTcof 298 00_ . \ a L$ AUG 25 20 5 i 296 COLLEGE ST A�`IO ENGINEERING. 294 t7 Q ►� M M 00 Ch a� Oy C! . Os 01 N of rn �O t0 N M tO .- .- p O N i- n tC . 0 'CA O C _� CO r- CNI N_ rM d et ui to .16 M M M ►M : M M M M M M M N1 M X17 �M M 292 II 11 II 11 II 11 II 11 n N J [i II 11 II e ;.,I Ee ,..I J ii II II 11 II ii II 12+50 13100 13+$0 14+00 14+50 50 15.1.00 15+50 16+00 i f5 4w50 0+00 338 336 82.06 F 334 STRUCTURAL B CKFILL 0.23' .0 STRUCTURA 332 330 PROP. FIRE 326 HYDRANT SEE PLAN VIEW P OP. FIRE -;=-0 324 H DRANT EXISTING GRADES F R .LOCATION 322 . PROPO ED GRADES - - PR POSED G DES } 320 Z 318 316 z - GRADI SG .4 ATE d- _0.500 0:500 314 312 FH -2 STA 48+50.23 1 -FIRE HYDRANT ASSEMBLY 3 310. FL=317:15 WL -B STA :34+56.33 WL -C STA 39+98.09 WL-F STA 45+00:00 FH- FH -2 STA 48+20.00 3 1-6°X 6" M.J. TEE X6M.J. TEE 1-6"M J.G.V. & BOX 1-8" & BOX 1" M.J..JG.V.. FL=3:14.17(6"WL) 3 306, FH -2 STA 48+36.28 304 WL -F STA 45+39.40 1-6"X6" M.J. TEE 1 -FIRE HYDRANT ASSEMBLY FL=316.74 1-6"X6" :M.:J. TEE' 1-6"x4„ M.J. REDUCER 3< 302 FL=313.98(6" WL) 3t 30o -STA 45+82.06 END END PUBLIC WL V'� WA7I�RUNE PRI -2. 4" M.J. G.V. & BOX FL=313.93 6" PVC (DR14 - AWWA C-900) 3C 298 SEE DETAIL SHEET FOR EMBEDMENT 4'r & 6* WA7FRUNE F" 296 4': , 6' PVC (DR14 ,- AWWA C-900) 29 SEE DETAIL SHEET FOR EMBEDMENT 29 294 .- 0) O N _ 29, 292 O04 R M MIM . M t0 tp M M 29, 45+00 45+50 46+00 46+50 47+00 47+50 ii 48+00 48+50 49+00 49+50 50+00 50+50 51+00 .51+50 PROJECT BENCHMARK: SQUARE CUT "ON STORM DRAIN INLET ;m .t� � �' ,5aW _8 , .,ley= 31 T=13 ,.. �f K ra- f t tra. --- INLET1-STANDARD A _ , I r r a .. w.,,,»,. '�'` OE r ! .....,_.,._....: �7.__-.."..", . 'i.Sa._- ° ,.... I ,,..x` J._ c _ C� '"'""°""Y"'^^^:,..-'2rmI " �` s:: 1 a. oe 10 CURB INLET : 107.26 L.F. of 18 f ; _- _-.._ . __. _ . _I, f . : 1 �A3,--_____, 1. .i .t _ �,a.wy.w,.`.•p+row -'�_ ��.-�� _ 3 . ,«:.f - _- _�- - _ `a . :� : r--- T CURB=3 ] 4.54 HDPE {ASTM S2736 I .. i 1 .. ; _ } J , x ) k t �. I :1 p@a`j(n- . < r = a «r ; _ �. xS v �� FL 1N-310.43 :oE ® -2.00% SLOPE ' i I , a� ,ry-' . f .r ., A d i i .# _ Y. "`ro.w -^hw.` b. ». .fi,.! � _-. ......,..,. ._S - ' . , _ »- w y +• .. .« ., .. [[ ":f { .:a .. �. • A - i .a 4 t- f < t •«.»r d i. ..'a - ,.F e - ..._ ,-`„'^�_... ,.0,,., € I"^�.. FL OUT -308. --� .. «. t a a .. , 52 t , ,_. ...� _. a ..._ o -� __ ` i .... » » vita. t 1 A y _ a»,� \ • +. _,o s s! ..3--w.,`� E-+.r'r.,.r f. I _.,., _ _ . «.., - [ . b. .•, ,,.... t° S.. ? ° <L . 4 i i .y . ; _ �> . #a i{.4 r i :. , r t $D �i IR=- - 18 -SD n �...`"-^'"srv--��.:.T"'. \s F s - _w+_: I I �� , s-sD _ _ ,a I .�. j' :x , °a. 'y .. :a a= d` '± ,t:»:;. i. '[ 1 I 1 .,;». .. a-, s 's S Y t. .. 4 -I.;r.. Z , , E i i� ! # .t :Ah<J ( - i �. ''., 5 - ¢ < a. f i, I NLET1 a STANDARD 36 X36 _ __ «._ Ili _ „ a �` JUNCTION -% 4 __- __« I r 1 .. .. ✓: < ,... -...» ,. ,.... ». « _ - < ., a .` yx .A a ,� d ss .i 1. .p a7 , ,- �a, ` e t,- C .s . ; i t - \ '. , - ". . _-- , a r <' > J ..µ_-_____.. _.. _:,___._..___ �t .. ? = BOX WITH EJIW V-5726 INLET _:�_._...«. ...« pp 1.t "' . - < `»fid .....'#.,. a l ` i `^y...:._ , A OR »_ 9 a ;' ; �,, 47.92 L.F. of 21 _I .� r, , ifi ,i t I, i If ar APPROVED EQUAL ; »_ _ _ _ R-_ _.__ _��.___ 11 . _- «� _p «„.._._ ,i i a ,° HDRE ASTM .1 _ _ --- - « _ _ -._.,. , „ . « ., t t ;° < r ; y , , 317.97 "i -:•- . ___-.; .� » > _ « :- 9 \ .... > ; e r , r t SJR' d' y -(- , S �- __ _ 52.736) � �`` TI `n b ::« _ :_-_ _ __ - - _ A . „ » _ . '` , a. ° ,M _ t r . a r r a' - 9 .,.,.. - 2 0 0 % a -d, H /_ - - ... ,,..,.......;; - ° ~`":,- ...r...�....�...i.-,...�. » « �. h '»� - < > i SLOPE_ .. ...._..._ _ .. r »�,w «. b > •• a e' ,.< .. _. .F a ,r { ` o y' {~ d t .d 1 fir._ r # -:, -+.. "11 _ .. '« w .... .m tl+I.i,.!' » w .w. '« ., 1 a a ! s r s E - 4 = :P Ps k f a - ... » `'a T -.h_, _ � FL OUT 312w57 �`'` !!! - ��r3 p r .,. ...' « .x - , -.4 / '+ t :�:,% .s.. a t toy t` r • �> - a` .`." � r`:�„'gf7`.. E. °'. €' , , r --- :.-. ._I_".. _ » < r a x `- 1 -. „ _ , . --. . � ~� z_ _ _ « ` .: _ Y h. , f. Im - .;: _ 1 lyd r _.p'gi - s j 1. .,""J-_.,, .#r 1t G Aw. I y 2« .� » .. « t "t ^-»..:.,. *!.>.« ' ..« , a' ;'-.w» -.1 r a. .a ` r> :. �.. 1 .i.r ` . iR lE.: _... z, fVic 3 - �.,, n .! .» ,. .e, « » ., 4' : d. F J. r ' � 41 .. a 1 y 1- j 1 ".:.+. « .. _ ( j p _ .. .... _..... ,.._ .... - * .. « .. �., • ., «...._ P . p.e. r ! 1.J (. € - i yf :f a f '^`<. .., roi j tl�_�11 « « aS,, P. _ _"' «.u:. _,» s ". , • T«.�;,.,,,w.„,: : - 4 t°' F ,�F <_ N. ,' ="». ';. 4 �T F' _ .. .. .:, ...•.. .« _ .. :« . '.,,+."+ :« e . u " h , , ,) ,,{.'' �... \ 1, ( r J . ! .Y•m' _ia'• k.« -P - `;-,....1 __.:p > �` « - t SS 0.18 r? a` I P _ �� _T`` I ' `�». `» - Scale: - _ 1 incjfi - 20 feet. - - r e r' - _ r , t°S T 1 1 F a :' TP 21 HDPE -.309.56 °�y° r� _ a « _ ».a »» _« ,> _ » « ,. �.' ••?' , .. .,,,,� «..„..... «' « M a i r. ., -, I :; .wis%m:.:.�:._..-",,.-...':-•.is,,.:..-.-,.»...•..:,»..-,_ ""°-,..«:,..,..t,. ,,;�'. a . f 0 :... .. _u aI._ F < i 1 nn tttt �`? J i:F:w, t' T x.. .,..:,...,... i. "-'.G rx t#4.t�`s "_,«»,».,... n"r.•,: , �a "+.ar�:..r,.«.. ,�ti .. . .„4.+�*'.,:"..',:, "'•'.: „'. ....''<:. pr..r:« a '6` "Y - - ~ '...._._..,,.. p„t=. r. ''".$<'4$°, :4 .,•,,.:»..,,4!,.;,, a .°°'""'""4 • 1: f ,: l 4 _ » «„ FL 8 WL 307.76 � -' s» a _« »_ __ . , , _ E .. .. `4: ". w. :. « ,.: _.: ^'�,. , .. . a . a r . I. -t ems . _ .�„ - e. _ r, .�.'.'I _ � d ,: _._. � . « _ «.:. r 4f NLET2 STANDARD � _._ P� � �� V 0 _. _ _ _ -.,. » HDPE -307.13 �-- --� ' 1,11 I « « _ « _ - _ �. i" ` ! 10' CURB INLET .' j _ r ;_ �... f » w _ I. R T = . :1 " „ ~o : CURB 314.31 ( t „ _._ «» r Y �" FL IN -307.56 _ -b r , _ _ ., .. _ .r _ �g r �� LOUT 304.71 r� I" t « _ < a « _ f f k IN:LET18a-STANDARD» ~24 X2 s� \ ,.so 1, . �� _W <.� • _ia '.1� 1., ,....,.1:_ -.-:.'.ii 1r`t 4=r Is °§�'' B�/� W) - - . ro, _ .. ` r �. .F ` h'• »-��.:.___ .__,D 1 _a_ _ :__.. " WITH EJIW V 5724 t ill', « � _ 'a _.�-00 t _­," _11 194.19 L.F. of 3:0:.__ <sn <-". _. ", jp If .... cif - «.k > » ( �' _ __ .. , i TPGROTE D314QU -. 1. �. » \ �' .� » §� _�_ .„ ; , HDPE ::-.... _ »_ ASTM S2736_' a. d w - $ t �t w , , » » u ! ., "-,,,. ,.fS '.iso. ', \ r - r ' �e , 3 . t s e .� b P 94 11, «. ( 1.40% SLOPE w _} F 1� - '�� � FL OUT .309,60- 11 t .,-1 •• A ,. ,�-.s j`(`� INLET18b- _ -a z _„ «..� `' `�.r :, "1, / LJ`J - STANDA ,. f « . _ -«. .n �_ _ �, , > `, a \ �_:. _ i _,.__ 4 _.: / r' BOX IT _t _, _ »_„ R ,. _»_,«...a FL 30 DPE-I F/ , ` p I « : H 303 65 I € , ai WITH EJIW V ,. _ , , \ - «._ _ s _ APPROVED __ t •rt. ,, _ _ ,,. - \ �,:> TP 12 SS -'294..91 .`°' f` d'r `� 1 . EQUAL „« F. ', :. r , « _ _ 4. .e „ _ Y A ..' b b ,: «tL.' «_.__.. r RATE h «�\ ._., \e F r f a f f' ,4 `' FL IN=309.44 3 w " jjj {t .. p y „. �\ t . -,' T-309,31 ' so dr.r ' °'♦. So. >,_ » EXISTING » . _ _ «.. - ` _ � , J -:. -; FL -302.00 .,.__. V OUTLET» PIPE , h .S # 11 » h b 11 , '.a - « r R . " « i '1. » _ « }} . \ y ». « h r a. �2 J- a. j. -SD i/ /.. - 4 `'a ♦' _ {. .r `""% _' .-.__ t I - of r « , _ 'x 'ti�+ s _ « .s 55. ,^' _, J z. 1 I � "Jr-�/`,//� _ �:.....,....,.,. TT °spy{ _ ., .. a + 30 SLOPED HEADIf WALL x a � . ,F�. FL . j fff __� d: , FL f= _ « �. OUT -3 02.10 ♦ _ _ bu ^ w .R. 4- - t T jJ '---t ..., _.... < { _ �H18.96, L.F. - of 1 4 A -I. , » t .f <. - 1 i L Z . /. . ,f . £ ,.»: _..,,.....1 HDPE ASTM S 7 i If 1.00 L.F. ofµ" 12 < I f k. 9 f. .4. .1 - ., ': . a d ! t ,,p ? I<° i Nr r _ a , = tf# ( 2 36) i,._. , 4 . ',: k I 'li :. - r ',,,.t ...�.t.,'. - .-.' , - f -�t _� -1.00.% .SLOPE. f ' H 1� : t. i a -. s t x:. ,� ♦ ,« , .. .{t. { E ,,. t ,- 4 q- 1 f a' ♦ « ,. « _ 'a. a 4 4 r r-...._ ...-..- _:4 J I f f S «..£ 2 If E ' 4 m f S I 12 -Ss I ___�t SECTION 1 STORM DRAIN r : x`: Aar a r _ 1 _ .O o _ r d.. ..ter :-` .OE - I _ w :..r. R t : r` r ba , 'a... t ...,i... - [ 1"20.15,m L.F. « of 12 } . °Y a� ,:< . ti >.:': x' _I. t' . t a jR INLET9-6" 1_ r' � \ i`� = _ �^f `; p'Iq•{ �,+ a€HDPE ASTM S2736 @,i-- u� I \ �--=- , FL --302.00) «r4 { ) TRENCH ' rT _ _ _ < a r - F Rr 1' j rJ \<` >. \, � 'I �r"- ,. . � 2w5% SLOPE ; F « �, t ! --= .' TI=309.39 i t _ w .. r A _ a. d Rr ; ' _ �i r� ,. a,.w: r\ \ F p '-" - v- - d `qui ro...._ _�:.., i >. DR ,,: f _ " �-� t , t , r r : V---�--.-_ - FL=308.04 1 _ .c > .R - :. £ 1 ..,a a...,."..w�a...,... ay _. ."� '4' �a 12-S0 I I ,C t i -' P t. J i b A - P { t y ,, ; f I . r t,`��y. t r iy � _ UAM=.2-SS <: < , D <.P' a v. 1 , ��W 12 -SD 1`� _" e...._. , I , I : >... -.p. " e - i t s >a, <. -" '..,�.w �.. i r r � .t - ,)i s . an, -r �2"S$ ;r. t . , .. � i-' e t R _ s �...,,,y r. " �y�: '"--r'....€>w...,.....,,ta,«,:,•.,.....:...,. _:..-...,.°.,...:...., . t - � 12 -SD �, ._ ...... _ - .Ss t _ 12=5S 4_ .. s "'.sa„.., R"": F` y•.,;..�r'- vE. .,.:.'"'*F^^, --'s .�tli:. �K ;Ee-F�"'=;`"s^ x.r��c='- :11-A .1 >` �'r 72 -SS' , yr t` ;<. F ^•• M" pvc d n � " „ » I ,' =;?-ss F ,'-`af <" , 12 SLOPED HEADWALL_ STANDA ° f R r. F< ,_aP.F = RD 18 X18 JUNCTION f__.6„ <, a ,_' r` d t .` d2_S$ F r > . J L OUT 302.12 TRENCH ,_: . r a 1 , '12 -ss ° `� e Pr < " r-' BOX WITH EJIW V-7341 TRENCH , , > r d d t. .° ,° ; ` ;Q �.; 12 SS °, r. i : =308.77 ;` r , , ' - ,� Y r a GRATE OR APPROVED EQUAL 11. 11 f iF d. . TI , ,,., �:,r ; < 12" SLOPED d{ c,! P,2-$ , < :A' Q t FL=308.27 �< HEADWALL ,r y`a` / ,O. JB FL=30.5:12 'a 1.( r I' era 91? s. « p:g. _ 222 ; <` "' rr FL OUT=304..14 " r' p R' R 8` I. , I ; E (SEE SHEET SD -2 `1* I. A"F ,r` :` ••.._.._,..«,,._.... , _ i- r Z, ,I Y' : ^ . i " ,(SEE. f > e•_=•.a.,., _,.,,;•,,,,,,,,; :.»„_,,,,w„ «..,.. n . a"" a.`` Fra '«••,-_.-... „,>,,,,a. ^� - �E c f r a _ '6AAd, - ' - / E _ 'a°"' ""'•^^+•ww. ^^.,_>ew:...TM»ww.n. t r +y xr. „aea d, "°F'"":"4,_`.'"*R, .: .A'�i: L _ '� r( „ I i .1 +ww•.».,.... ra C{»ir :1I. 4 'Tt'J, T R r. r + d ' r '^" .•n^.wm.. - R .s d r Fb:c,a J f s , TM.+,......w. ••.wr., P < ' r _ Ax, r .t s "»"`^"'"...^..dt...,.,•,..__ ,. - a i --a p eff "v';•.-.»»:[" '" _ .,✓� :+ 4 ' -«L, .. I t r �'- _ _"'"""'" -.- p.,.. ..,«.,,„,,.. ,,,...,:..». ,' :s. ,pr 4 .1 i` \ 'C9�, . \..^-*.-.:..,�«,.,»,..., ,o:',.'».,».R ». .,✓`",'. q� / De t.. r. a - . 1. E _. _ t y ar Ru s ^^. •w .. a ,p I�,P ♦ #gam, _.. \ I Ir r ,' .. „ 11 i '{ 4 a a 4 _ 1 d - �: r -d - .,-.: \'11 r . $s !, �,�.:. o^'"`�»'^-. '..„.,,,,sd+•"' " , f. 3.-».»».. - a .f - a. J. - ` (- :r - - r l2_SD .t._v t , pF ' 1 Ct -3"Z' "' - _ #!f} (..'...,.::;:. ^ I f ; s 'p 1. .1 , _ { r .S- 1 ^y 6 a ".!_ t..F ?°"..••>n+� " @ '�fe'�` , P i ` ..,i _-•.., ! - .;R, / 1. I _ i..i ` :a r , 1 s .`"'`.I , :a a"r ;=d o"ry icy ,r �,; "' { _ - -_" ,- "� �i �" o,. , 4 I - 04:00 E ` �_ _ . P �! i .,:«,....:<, ,«.::,_,:,.M.., ...,,,«...n :..«:... , - S' A,,,. t - sp ^ , FL 3 4 a r .. ,.a6sTgy.»a- \ _ ..�''r� } i 18 0.13 L. F = r ` #�Sa A ;� _ , f _ '�� r- - _ / . of 12 a �, - _ • 9 HDPE (ASTM .S2736 . '� 9 °, __ , 1 _ s --„ _ _ k EXIS ING^:: _ ( 9 a -- 3.00% S r.rr"'"■` �_ '„ rt,» T LOPE:( t ,..y.- `�-'"10;Pa" « .._: _ ._! _ M » OUTEI' .PIPE_. \ f �' �cv t f t , . r _ t ` so 9 » » w F J ! .: - .! 'e - ` f.,...,..: ! x -»...:.. dt - ,y•^+���.,� _'^'.1 St.. d. ». \ :"•s f,,. \,0•j .:ay - 7 s 1`°r e 1 1 .�.t. a ' _. , --...,...,,, .° s. t - „ _ , ...,.„„A „ ...ie ,�,.. _. ""�..". ), r € j[ t --» 1. _. --�_ -15 1. -_ ,- �, - - v n Kik • „ - > __l, - _ - - t . �_ _ _ +y i-' Y s.,.. w » ,; ..e,w:,r.=n..• n �»,:,... ,_„_ v, Y a,? m .< ^';,.-•.^", _ i j - !- - j I i �_ . 1, '. !, « « ^"""+'°wT"e ..'�YrKs+wI .. a ., .,dF "' { s. ,. - _-M .1 �..,T . J I j - j - _,, INLET7-STANDARD 18. X 1;8 _ _ � _ ;. «,« •..�..«.,,. « �. y, a y « « _ .__ jj . �� d - Q .1 I _ 1. [ .__ _ � JUNCTION w TON B.0?C WITH EJIW -� _ . - _ , _ _ i - _ . �- 7 V 571 __ _ 1 4 i 8 GRATE INLET - _ _ i ..._. 44E i+S _4 i aP 1 inEh" ~20-t e- ii Cs APP _ - ROV __ , _a - ED E UAL � ' ._ a «_ _TM_ _ / -- »_ _ . a _ _ sa;' i ~T- may" ♦ _ ; ._ __ T G A i R TE -'318. : ___ - _ - -- -. 31 �r y FL OUT="3.09. _. ;r a - _ �..._ _.... _ _: _ - a ___ _ ._ :_«� t _n is I «' _ /� t d' » ` 4 _ ♦ #� -' -> a : ' __3 1 ♦ S . „ - > /J'� S d ' .^.fid /_� ' .# - 1- I SECTION 3 STORM DRAIN ;�Y _.. /.i . [( .. i#:-...,-Zi•�...,«.:.f..:.. - .d - . 4I .....':;:_,£.. :II i a t 1' Fi : ./._. /'� ; 1t. _ r': ..0 v e , :,3 E<....... .�•,�' s t a` 1 _ t 4 r , '^ - _. 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I - " _ f t a 24 LOPEC) HEADWALL J. y _..� _ �„_ • jjJJ r f �r r r i _ r T r,.: ..i , r FL OUT=307.12 -f J;BOX1 -STANDARD _ j( t t j , r 134.08 L.F. of 24 - 8' ,y _. tri r q -....... i - .... ...E:-- /, , .( ' I .i' rr 'I I ps d .t f .a ^� _�.�+w,,,,, .t HDPE ASTM S2736 @ �_= __ 8 X18 J 11 11 o UNCTION BO.X - - --- - - --- ` '"' , f < 1 T R t :.s _., ,:.,�� { _ �.:: _ •; . �- Wit\. ; - ,� r } R <. 24 . i -1.7% SLOPE :t r ` > # r T/J B:OX=322.81 r �' r d t F:.�. i g•xu<. .,, .�;� a i°` : £ ..:t rt'�s ......>..,:., ,...,,..,..r,.,...,...,._,...;,...,.. _ t �. 1 .r FSR'` }'T.,.�- 1. r _. „» 111� _ . - .tea - o& r S �« s, I : .: :t '1' -d qq, !. r` r 4 t I - T FL IN -317.24 1saa,., 1 .1 « _ I 1 d Rh r t o r :, R ;r�_ ' �, ,, _ _,+ S T+.,: _ = a ,1 133.18 L.F. of 15 a ,_ < r" �= F " .` �_. K; FL O UT=316.08 r. FL 6 .FDC 318.6.5 .1 . ( I r 4 so ` , F ; r; ° ° t ��r,� .. t 1 ,r _ , , , i �. ,,SECTION 1 f : 7, . - -- �4_ » HDPE ASTM S2736 @ e._. _I. € ` t p , ? 4a ,F, .< ,'El M 1 TP 15 HDPE=316.82 = ) .1 t so ., , , �` r ,,, o ..::. r I �Y i `, / r -2.5% 'SLOPE 1 fi t tA,� t Za , }r d . ( I IL `. ) P . ,l it i.�1. : , ,-'.. <.'^i .f • t : ."f t - - t RR `°" - 1 P T t ` _._,__.._, . se :,. ,5- D . e .. > i. e lyt. r A''�l °!` .4 r I a ,E f oa.� F it ar o 3+, f „s r'I.w E, Y.__' L3 7` I ¢¢ ## s sd h `,... . S '1 i 13 - I :-" a F ; f f ... .. s I. S 3' .:.,,.... € f - f 'C?`f of r a!I 1 � .. , r , a .. ,� ,,..,...,.,.x a Zp.=SD ;, y r. 3 ... _ _„ ,- ,.w, 4. + i i{ 1 I , ,. t .. s»I a r r. I. t Idj. j, I p _.,.___ a - 9 e . # I 1 $p a - t a _ .t , a .� .4 .r •i at/ wT,,,,, < r g .__. r. teYd .r r. WOMM1S'$D. 1 - d. it : ; ` !J r ad' { ti. I �Yn E^p:.,. I 18.22 L.F.of 15 t 4 f f d a R; " � 4f r �.a .. i € :fz . ; F - - df tl - ( l3jJ(.. . "..,...,.... f ji i F , ., R. ` 'jr ' d .a. a 1 �.•F .�s. _ F „ € _t 11 - µ. r' < a qjrr pp - ft..... ._ d ' - z {f : - ►- CONDUIT=316.94 __.... t ;< ," ,� ;_ ,�` F` r t i".... HDPE ASTM S2736 © r INLET4-1 r -t t r a , , ( ,_ 11 I, _ I !! __.�_ m.. ... W -2.50% SLgPE r r:t TP 15 H , , 0 r , r , , e ::__ ' '' 'r .r =_ 1 -, . , DPE 314.72 t r RECESSED , , r 1 . ° --_,.-,? : t :6 a !,- r �` 1 1 t^• I , i t .p ., - t `b> _ t _ .# #: . ... �,;�.. I. b ,. -^-^4.:-- .....: i _ = f CURB LNLET. _� same: - ,. » ., r f.d' , .:.. iNLET3 STANDARD 1 ;... _�__.: _. _.. _ {_.K b. - » ., ° : ..,dud �,J� ��}'"yy ff(j(2 ! F .4 , .i .f , S # Y a :f 1 f.4 _(`.. _ �a - \ e9 , f%_'" L= r ..F 'I 7 j 5 :CURB INLET > r , ` ` _ Ti=317.0 r inch - 20 feet , »\ M rd l . t* fr -,,.i� a . y: : (. �f ' � - i. �i r . } t t 1 . �:`" f.� .. � f : i'm q; -i, .. . Y .. :{ , �' .. € {r f A'' t - 4 S #a - a . s `+ `°. `e ' ..T -I $`,� t . fir` -1, » ,.h ., h » ..: . �, R.°.. I .1T CURB=321.$2 I r I 'Q ... , FL IN -312.75 I "`a ,, A, . \a Fs F/ I.// tti._ FL `OUT=31.7.75 t I tj\� j , , a FL OUT=309:40 `4 ''gg F _ j) ir= . \# € _ 4j .{ \', Vii . f-- [!!('^ .. ,_A.X+q. +p e 4 i it D f� r :i.+ ', /t _ I k..._q. ' f q I tt .a (. - f. t € 2 r; - r .. - ., >a -' 1 Es i' 1. P»:i.. -. e ? .< , : .tip: '! 1 x \ •„ _ » a ,« I ♦ a. ♦ a a. � 9 ♦ t ; .t t ! _ ' t i •' S t ( ! ' # t f ,ter I. ? . 3� ;'i 1, 1" SECTION 5 ST� 11 T r ORM DRAIN �EGENQ { f � L,H,� 11`x,_ I/ : TP - T I,. 1.- TOP OF PIPE /{" :, �� FL = FLOWLINE ' f x r t .r TI =TOP OF INLET , F ` _,b4 JB JUNCTION BOXY Y moi;` g . ,PIIS 1, t, ''�r4 . ` N, tI �I r . I I . I. I�. . . � . . I I . I . � � . � I I I . I r � I � �I . I I . I I � I� . I . . � I I I r . I .. I � I. I I I. � r I . ,r . . � I � I I � � r � rI I I. . . . . I I . I r r . 11 � I Ir � I� I I . . I �. I. I . � I� rI . . . � I . � I I � � I � � � I . � � . � . I . . . I I r . . I . . r . I r . I r r. r � I . I rI � . . I . r I . � . . I I �I . � . I � � � r. I � I II I . . I� I I I I �I I I I �. I SECTION 4 STORM DRAIN SECTION SE MAP NTS ZD 10 I t _, _ 4 , ";� "r I! t / .PROJECT BENCHMARK: SQUARE CUT ON STORM DRAIN INLET X= 10199.085:26 Y= 3553649.78 Elev= 317.13; - w _ aZ.` - 38.52 L.F. of 12_ a HDPE (ASTM S2736) I p —3.00% SLOPE IT « INLET10-STANDARD - - _� X6ST�G- s b I r , F OUTL PIPE - ; 4 5' CURB INLET ....__..:_ ��' CONE s;,; �£ T CURB=317 `� r `,4 24 SLOPED HEADWALL FL 24 IN=308.62 h_ TP 2 ;° FL OUT=307.06 s FL 12" IN -31 1.00 { FL 24" OUT -308.42 a r d S E — s 24r -SD l I 24—SD f x i — 24 -SD »•_ o LEGEND , " FL=307.00 1 14.08 L.F. of 243i u 43 TP = TOP OF PIPE HDPE (ASTM S2736) FL : FLOWLINE e , . • " i —1.20% SLOPE TI = TOP OF INLET JB `= JUNCTION BOX d<' d # I U' ttrf + _ 1 t s -•�:. ~'.,,w `:%w"'. ,� .. ..• - .. -... ..... , .,.; �•«.r-:�,,: ,._.._.. � �t �'` Y"� 1 s`'".. _ _ :.:ems ,..,;w-,.. :,c•.•••m ..-, '��> P r �. _v3 a ,.� .;__ _ £I , � , i' �._ (}j ( - - - t>d , w f L _ — x - ;: ; �,: —"-- �. TI to f I- i x: — __ �,' fft .:= $.. SECTION 6 .. T _ 11F1I # .SECTION 7 , . s: f ,�. _.�.. ; i . _.,._. ..,.._: !' (") j j '. i t, i�iY i g t xI tJ 11i 4r'• _ :. f ..�.,,�, C. ,:t +�.......e£ T . •�.-..� ..:..... � �, 3 �� .. < I `s rrt.,w ION 8 ,., _ ..----=-= �.-------------------- -- ECT , i j( si ✓ 9, `. !+f .•p"*\,:':. -.a i ,° ,-�.,a,_;ws-=+.... ... '- `>.. ,s.._ +�<.,>,y\•',:-iii'1 < 1. 1.. fill ' k NTS SECTION 7 STORM DRAIN MUM OPEN GRATE EJIW V-7349 GRATE 3%AXI 16GAP OR EQUIVALANT 4 4 CONCRETE PAVING SEE PAVING DETAILS Q .d - 6b d a a a 6"d a; - a _ TRENCH GRATE DETAIL NTS SECTION MAP 1-2 —A Conc. Rip Rap Conc. Riprap 8" d Class B Concreted #3 Bars ® 12" O.C.E.W: So e01 -les Field bend reinforcement wire .and tie to proposed reinforcement End of Pipe F/L p -- For Payment Joint as Required " SECA TION —A 12"I 12 CAST IN PLACE SLOPED HEADWALL DETAILS REVIEE ED �t�R CONC. RIPRAP SHALL BE INCLUDED IN BID PRICE FOR EACH HEADWALL C O I� �►1 NTS AUG 2 5 2015 COLLEGE STATION ENGINEERING j SECTION 8 STORM DRAIN I •S s �� End of Pipe F/L p -- For Payment Joint as Required " SECA TION —A 12"I 12 CAST IN PLACE SLOPED HEADWALL DETAILS REVIEE ED �t�R CONC. RIPRAP SHALL BE INCLUDED IN BID PRICE FOR EACH HEADWALL C O I� �►1 NTS AUG 2 5 2015 COLLEGE STATION ENGINEERING j SECTION 8 STORM DRAIN I U uo Add.- (2) D(JM6-1, DUM64-2, DUJ2-6, (2). DW2-6-1 DUNA48- 1 DM52-3 20'X2 500 MCM (PARALLEL E001 d- 2� oDUJ12_6_1 nA2U —— _ 52n3-R, 20'X2 MCM AL (PARALI-EL 500). .... _. T-1 - - EOO R Add.- (2) DUM6-1 ,gyp p� -6 (2) DUJ2 6-1, DUM48-1 DM52 3-URD, 500) DUG7 100 I CONSTRUCTION N ,. OTES 1. THESE DRAWINGS REPRESENTU - - O ANTITY AND TYPE OFMATERIAL TO BE - - USED. EXACT LOCATION OF EXISTING AND N - - EW FACILITIES SHOULD BE VERIFIED PRIOR TO BEGINNING WORK THE FACILITY LOCATIONS ARE NOT TO SCALE ON THESE DRAWINGS.. - - - .. .. _ 2. BEFORE CONST - - RUCTION STARTS, CONTRACTOR SHALL MEET WITH THE - - ELECTRICAL DIVISION RESPRESENTATIVE 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. - - - - , .r8 c •,, .: - 5. CONTRACTOR WILL INSTALL CONDUIT FOR ALL CONDUCTOR RU . 6ALL CONDUIT STUBS " ED OUT OR INSTALL - - .. .. , ED FOR FUTURE USE WILL BE , - CAPPED AND MARKED WITH REDS - - TEELTPOST. NO EXCEPTIONS. _ 7. ALL CONDUIT W ILL BE INSTALLED BY CONTRACTOR TO CITY . - . :. SPECIFICATIONS. - B. PRIMARY CONDUIT WILL BE INSTALLED AT A MINIMUM 4' DEPTH BELOW � FINISHED GRADE. ; :... ,....... ,• . , : ..: • r : -..:�. :..::: E - E<::, ,; .-,;: . - , E, t ,,_r.. ' z ',; CSU 6000-30 9. CONTRACTOR WILL INSTALL TRANSFORMER PAD IN ACCORDANCE HATH CITY • _ • • - :., , - , ,.: :..- . ., .. . ;; r.; - — - SPECIFICATIONS. CONDUIT PLACEMENT IS CRITICAL. CONTACT CITY PRIOR • ..: •^-: .. .,, .•,._. . -.: .. - ,..: - - „ .,.:: ., _ ... .. TO ROUGH IN OF PAD. ;, ..,. PARKWAY ., .....� : . • .., .. ELL MtTCH HARVEY O FURNISH RIGID OR IMC CONDUIT (30'PER RISER). sl ` 10 CONTRACTOR T � � - .... -- -, • . , .- ,... •. ., z ..; ,r - - - _ .:I .::..:.. :.:...: ' „ ._ :: ., .E. ..T1, P,- .. CONTACT CITY PRIOR TO PLACEMENT O ..:... ..• .. - :.,.. : � ��;. { .,:L�:. .. AT BASE OF POLE. ' - F STUBS UP CORRECTED IMPROPERLY PLACED STUB UPS WILL BE CORR AT THE EXPENSE - OF THE CONTRACTOR. CSU WILL INSTALL ALL RISER CONDUIT, 11. PULL STRING IN AL MARY RUNS SHALL BE TIED AT BOTH ENDS OF CONDUIT. .. - 12. CAPS SHALL BE PLACED AT BOTH ENDS OF CONDUIT: ' 13. SECONDARY CONDUIT WILL BE INSTALLED AT A MINIMUM 30" - O _. BELOW FINISHED GRADE.. - ` E 14. PRIMARY CONDUIT WILL HAVE - - - C ...,� .,� -:'. _. _ _ -. VE 12"TO18"OFDIRT � ,• f: - OVER PRIOR TO PLACING A6 WIDE �y CAUTION TAPE. FINAL BACKFILLING CAN THEN BE PLACED., CAUTION TAPE /— - n' _ _ s 2 - - 15. SOIL AROUND ALL PAD-MOUNT TRANSFORMERS TO BE MECHANICALLY MIN.- - _ _ - - .; _ COMPACTED TO NINETY-FIVE PERCENT STANDARD DENSITY WITHIN A TEN FOOT RADIUS OF CONCRETE PAD. 48 48 % FT. 16. CONTRACTOR TO LOCATE ALL UTILITIES MIN ES PRIOR TO COMMENCEMENT OF CONSTRUCTION. - - - MIN FILL" DIRT IMC POWER .y 17. COST OF LEVELING PAD-MOUNT TRANSFORMERS AND JUNCTION BOXES THAT ARE LEANING WITHIN TWELVE MONTHS OF INSTALLATION WILL BE THE RESPONSIBILITY OF THE " (fifi "" DEVELOPER. THIS ALSO APPLIES TO POLE - - IN GROUND PULL BOXES THAT HAVE SETTLED E SECONDARY _. _ _ _ .. _ _ _ _ _ _ _ BELOW GRADE. MAXIMUM ALLOWABLE TILT FOR TRANSFORMERS WILL BE 2 DEGREES IN }"i - ANY DIRECTION. - - ... 18. PRIMARY PULL BOXES AND SINGLE-PHASE TRANSFORMER PADS WILL BE PROVIDED BY z Fr. { FILL DIRT - -STANDOFF THE CITY AND INSTALLED BY THE CONTRACTOR. TH EE- Pi R HASE TRANSFORMER PADS - _ WILL BE BUILT BY CONTRACTOR TO CITY SPECIFICATIONS. i7 19. CONTRACTOR WILL BE RESPONSIBLE FOR INSTALLING CONDUITS IN MANHOLES. ENTRY WILL PRIMA EACHIEv RY GROUND - - - - - " - - EO CORE DRILLING. PRIOR TO CORE DRILLING. - t 20. IF EASEMENTS ARE EXISTING CONTRACTOR R WILL VERIFY BOUNDRIES PRIOR TO : INSTALLATION OF CONDUIT. CONDUIT NOT WITHIN N EASEMENT BOUNDRIES WILL BE :+ PVC' FEMALE t CORRECTED AT CONTRACTORS EXPENSE. is 21. METER WILL BE LOCATED ON TRANSFORMER. ALL SERVICE WIRE &CONDUIT WILL BE - -,: FURNISHED 8 INSTALLED BY CONTRACTOR.- _ - t. - � - 22. IF A CT CAN IS REQUIRED IT WILL BE FURNISHED - , SHED &INSTALLED BY OTHERS. MINIMUM SIZE G ` WILL BE 36 X.36 X 10 WITH LOCKING CAP .. ABILITY. CTs & M .: .,:.. t : ::: .. t� ..-: .:. ,.:: u,.., .. ., ., :.:: : METER BASE WILL BE FURNISHED BY m .:..:: _ ' ,:,. -., � CSU &INSTALLED BY OTHERS. SERVICE CONDUCTORS WILL BE FURNISHED R INSTALLED BY t.PB 6 -23. CONTRALTO S fvi : .:.. „ R HALL BE RESPONSIBLE FOR INS ,: -..., ,;::. ' -' :.,, ....t. ._ .... -. ...... .. INSTALLING GROUND RODS A ., ': s ,., ,I.......: .:: �, .: E.. ... ......€., -:.... {..{.:..,.... .. ._ ... ... ... .. :... ., ..., TALL ., .. ..., ......a . .. .: ... . .. :. ....: I ........ ._:.. .._. , ..: .., ....�.: :.. _ - .. ........ <, c€.. t.._ _f.:.. .... ...: _. ,, ..:...r ...... ........ TRANSFORMER LOCATIONS ,., _.:::.::, ..,, .. ...::, , .:..:.. ....:.:. :....: ,. ..,.. ,...., ,. _.... , ,. :.:::. ,,.., ... .., ... I .. (.. , ...... , AS WELL AS ANY OTHER NECESSARY E } LEC CONTRFACILITIES. - .. COLLEGE STATION �.�, UTILITIES WILL PROVIDE THE GROUND RODS TO THE CONTRACTOR �.c A TOR; t I E0010,� 205 � , E LONG SWEEP i` Okv ELBOW 90° 4 `C o C,. 0 RISER POLEo / , AND TRENCH "DETAIL ry 0 ,l r� r 0I 49, EC — tQj XFMR A inches B inches C inches D inches EF inches F inches G inches MAX 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 g 53 15 ill 105 21 69 29 -9,500 Three 1000 Phase 1500 & 58 15 114 120 25 80 28 15,000 2000 U uo Add.- (2) D(JM6-1, DUM64-2, DUJ2-6, (2). DW2-6-1 DUNA48- 1 DM52-3 20'X2 500 MCM (PARALLEL E001 d- 2� oDUJ12_6_1 nA2U —— _ 52n3-R, 20'X2 MCM AL (PARALI-EL 500). .... _. T-1 - - EOO R Add.- (2) DUM6-1 ,gyp p� -6 (2) DUJ2 6-1, DUM48-1 DM52 3-URD, 500) DUG7 100 I CONSTRUCTION N ,. OTES 1. THESE DRAWINGS REPRESENTU - - O ANTITY AND TYPE OFMATERIAL TO BE - - USED. EXACT LOCATION OF EXISTING AND N - - EW FACILITIES SHOULD BE VERIFIED PRIOR TO BEGINNING WORK THE FACILITY LOCATIONS ARE NOT TO SCALE ON THESE DRAWINGS.. - - - .. .. _ 2. BEFORE CONST - - RUCTION STARTS, CONTRACTOR SHALL MEET WITH THE - - ELECTRICAL DIVISION RESPRESENTATIVE 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. - - - - , .r8 c •,, .: - 5. CONTRACTOR WILL INSTALL CONDUIT FOR ALL CONDUCTOR RU . 6ALL CONDUIT STUBS " ED OUT OR INSTALL - - .. .. , ED FOR FUTURE USE WILL BE , - CAPPED AND MARKED WITH REDS - - TEELTPOST. NO EXCEPTIONS. _ 7. ALL CONDUIT W ILL BE INSTALLED BY CONTRACTOR TO CITY . - . :. SPECIFICATIONS. - B. PRIMARY CONDUIT WILL BE INSTALLED AT A MINIMUM 4' DEPTH BELOW � FINISHED GRADE. ; :... ,....... ,• . , : ..: • r : -..:�. :..::: E - E<::, ,; .-,;: . - , E, t ,,_r.. ' z ',; CSU 6000-30 9. CONTRACTOR WILL INSTALL TRANSFORMER PAD IN ACCORDANCE HATH CITY • _ • • - :., , - , ,.: :..- . ., .. . ;; r.; - — - SPECIFICATIONS. CONDUIT PLACEMENT IS CRITICAL. CONTACT CITY PRIOR • ..: •^-: .. .,, .•,._. . -.: .. - ,..: - - „ .,.:: ., _ ... .. TO ROUGH IN OF PAD. ;, ..,. PARKWAY ., .....� : . • .., .. ELL MtTCH HARVEY O FURNISH RIGID OR IMC CONDUIT (30'PER RISER). sl ` 10 CONTRACTOR T � � - .... -- -, • . , .- ,... •. ., z ..; ,r - - - _ .:I .::..:.. :.:...: ' „ ._ :: ., .E. ..T1, P,- .. CONTACT CITY PRIOR TO PLACEMENT O ..:... ..• .. - :.,.. : � ��;. { .,:L�:. .. AT BASE OF POLE. ' - F STUBS UP CORRECTED IMPROPERLY PLACED STUB UPS WILL BE CORR AT THE EXPENSE - OF THE CONTRACTOR. CSU WILL INSTALL ALL RISER CONDUIT, 11. PULL STRING IN AL MARY RUNS SHALL BE TIED AT BOTH ENDS OF CONDUIT. .. - 12. CAPS SHALL BE PLACED AT BOTH ENDS OF CONDUIT: ' 13. SECONDARY CONDUIT WILL BE INSTALLED AT A MINIMUM 30" - O _. BELOW FINISHED GRADE.. - ` E 14. PRIMARY CONDUIT WILL HAVE - - - C ...,� .,� -:'. _. _ _ -. VE 12"TO18"OFDIRT � ,• f: - OVER PRIOR TO PLACING A6 WIDE �y CAUTION TAPE. FINAL BACKFILLING CAN THEN BE PLACED., CAUTION TAPE /— - n' _ _ s 2 - - 15. SOIL AROUND ALL PAD-MOUNT TRANSFORMERS TO BE MECHANICALLY MIN.- - _ _ - - .; _ COMPACTED TO NINETY-FIVE PERCENT STANDARD DENSITY WITHIN A TEN FOOT RADIUS OF CONCRETE PAD. 48 48 % FT. 16. CONTRACTOR TO LOCATE ALL UTILITIES MIN ES PRIOR TO COMMENCEMENT OF CONSTRUCTION. - - - MIN FILL" DIRT IMC POWER .y 17. COST OF LEVELING PAD-MOUNT TRANSFORMERS AND JUNCTION BOXES THAT ARE LEANING WITHIN TWELVE MONTHS OF INSTALLATION WILL BE THE RESPONSIBILITY OF THE " (fifi "" DEVELOPER. THIS ALSO APPLIES TO POLE - - IN GROUND PULL BOXES THAT HAVE SETTLED E SECONDARY _. _ _ _ .. _ _ _ _ _ _ _ BELOW GRADE. MAXIMUM ALLOWABLE TILT FOR TRANSFORMERS WILL BE 2 DEGREES IN }"i - ANY DIRECTION. - - ... 18. PRIMARY PULL BOXES AND SINGLE-PHASE TRANSFORMER PADS WILL BE PROVIDED BY z Fr. { FILL DIRT - -STANDOFF THE CITY AND INSTALLED BY THE CONTRACTOR. TH EE- Pi R HASE TRANSFORMER PADS - _ WILL BE BUILT BY CONTRACTOR TO CITY SPECIFICATIONS. i7 19. CONTRACTOR WILL BE RESPONSIBLE FOR INSTALLING CONDUITS IN MANHOLES. ENTRY WILL PRIMA EACHIEv RY GROUND - - - - - " - - EO CORE DRILLING. PRIOR TO CORE DRILLING. - t 20. IF EASEMENTS ARE EXISTING CONTRACTOR R WILL VERIFY BOUNDRIES PRIOR TO : INSTALLATION OF CONDUIT. CONDUIT NOT WITHIN N EASEMENT BOUNDRIES WILL BE :+ PVC' FEMALE t CORRECTED AT CONTRACTORS EXPENSE. is 21. METER WILL BE LOCATED ON TRANSFORMER. ALL SERVICE WIRE &CONDUIT WILL BE - -,: FURNISHED 8 INSTALLED BY CONTRACTOR.- _ - t. - � - 22. IF A CT CAN IS REQUIRED IT WILL BE FURNISHED - , SHED &INSTALLED BY OTHERS. MINIMUM SIZE G ` WILL BE 36 X.36 X 10 WITH LOCKING CAP .. ABILITY. CTs & M .: .,:.. t : ::: .. t� ..-: .:. ,.:: u,.., .. ., ., :.:: : METER BASE WILL BE FURNISHED BY m .:..:: _ ' ,:,. -., � CSU &INSTALLED BY OTHERS. SERVICE CONDUCTORS WILL BE FURNISHED R INSTALLED BY t.PB 6 -23. CONTRALTO S fvi : .:.. „ R HALL BE RESPONSIBLE FOR INS ,: -..., ,;::. ' -' :.,, ....t. ._ .... -. ...... .. INSTALLING GROUND RODS A ., ': s ,., ,I.......: .:: �, .: E.. ... ......€., -:.... {..{.:..,.... .. ._ ... ... ... .. :... ., ..., TALL ., .. ..., ......a . .. .: ... . .. :. ....: I ........ ._:.. .._. , ..: .., ....�.: :.. _ - .. ........ <, c€.. t.._ _f.:.. .... ...: _. ,, ..:...r ...... ........ TRANSFORMER LOCATIONS ,., _.:::.::, ..,, .. ...::, , .:..:.. ....:.:. :....: ,. ..,.. ,...., ,. _.... , ,. :.:::. ,,.., ... .., ... I .. (.. , ...... , AS WELL AS ANY OTHER NECESSARY E } LEC CONTRFACILITIES. - .. COLLEGE STATION �.�, UTILITIES WILL PROVIDE THE GROUND RODS TO THE CONTRACTOR �.c A TOR; t I E0010,� 205 � , E LONG SWEEP i` Okv ELBOW 90° 4 `C o C,. 0 RISER POLEo / , AND TRENCH "DETAIL ry 0 ,l r� r 0I 49, EC — tQj — — ------------- U) LU 0 Lli /* C) LL V CY 6, C=) 110 C.0 C\1 L LLI L C) Q) env ch 0) (D cu U) C_ C: CL 0(D U) C 0 0 U) O a) z p I I- z 0 (D C) a) a) U) O cr :3 co a) (D C) cr > M Er CL :3 0 00 cn cu a) (D a) 4- a) x CU U) C) c1r) cn N cn L - CN > a) (D cn 0 0 Z 6 C) (D (D (D o co C) cr� cl) cn co CN a) a) (D cu C) C\l co CN 72 a) (D U) cn CU a) > Co (o Z U- U) 0 C) cu 0 W. w (D a) 33 Lm4— -i > LL w a) 4- C) U) L- 0ccf (D 0- a) (5 a) 0 C) 0 cu a) 4- a) C) co > a) a) (D =3 (D cn C) (D a) _j < C) C) ui W fD 0 cu C: 0 U) 0) 2 a) -0 .6 , .\ I T - ICU 0) o- a) Cl) 11 -0 Co 4- Q) � M -j (D 0 L (D 0 0 c LL A <O 0 0 E 0 cl) (D cc C: W a) M Z < z a— Z (1) Q) U) cu W >a) N a- U) cu a) C) a) (D 3:1' C) u) (D 0 -0 0 0 0 0 0 "Fu 0 (D CO 4- o o m ii U) cu 0 a) a > (U 0 LL 0 00 -j LL —J 0 0 0 (D 0 E cn LL E a cm 0 O < -j -j (o -q- 0 0 (D CU M o 0) cu -Se c O N cn 0 =3 4- c a) co 0 CU 0) (3� 0 M 0) cu 0 0 0 0 0 cn co IS40- .2) 0 m a) C) o < < 0 Submittals DELTA 2 REVISIONS CHECK= AK DATE 08-07-15 ALE lit = 1001-01, JOB NO. LDG 14.071.11 SHEET AMON, 1\ \ v : t i. 2 r ' f " i 3 Ij "Al { 1JLLltl /t-VRSIUN5 OF ® °,oWMp° ALAN KING ,' �° e 19000..° ... ry O Lu 5 '^ v= W �G O O W C O 'O / r Lr)ooG W �o -60 9 o o� G F O 4. y J G V� O CCf E i I 43 4:2� z • g E _ W � o U u #° o E IWI 'C 'O O �0 u O G 11/ � W � O 00 r G O � V U U DRAWN AL CHECKED. AK DATE 08-07-15 SCALE 1/16" = 1'-0" ; Jos NO. LDG 14.071.11 SHEET If W � co r- co r:J Lv - . >LL LANE w ..._.... _.. ... _ ..._... ..........._ .._.... ....._ DRAWN AL CHECKED. AK DATE 08-07-15 SCALE 1/16" = 1'-0" ; Jos NO. LDG 14.071.11 SHEET . . . . .... . . .... .�• . ,>: �. >>: r __. `�.- .. Snhmitt�lc RV O of c w " N NN . ON _ J O¢ J •J Z Q m 0 Z ,. m0 CJDZW O.0 W m MJO O �. L � Q LLI Z J� (Jnr WOO 0]�� YU_ U� ZO Q z - M mcn Owo zw �m LLJ � aW dm oFv wF�' �W'' Qx Oo Jm O ma ZJ JX �O ZXU OWd xd' W OW �O Q 3p Q_ 0 O� Of o UX JMZ ¢-j0 Z� 0 o� (n J LLi WOX < WUW ��CL a0W 0_(n O N ...Of�n Q QO CL 2 3 U- in 0 U Q J dm O p 0_ 0 0 " ;• .�, r,� I I I-_ � •III 111- I I 1-1 I I -III_ --1 �_I I� I� , ,. (° '` � ---1 I ISI ►1- �- . . . . .... . . .... .�• . ,>: �. >>: r __. `�.- .. Snhmitt�lc RV Submittals BY , 2 DELTA 2 REVISIONS I ,mm OF op° WM. ALAN KING 1900 ° r v ° /C In Z O I — W V) J W 0 W TYPICAL TREE IN SOD AREA _ on SEE LANDSCAPE PLANS FOR s � LOCATIONS. o� o a_ STAKE TREE USING TREE STAKE ANCHOR SYSTEM (SEE _ - DETAIL .8, THIS SHEET)a = O + IE E TOP OF ROOT BALL FROM .CONT _ AINER GROWN - TREE 3 HIGHER THAN FINAL :GRA 0 DE M V DRIP IRRIGATION HOSE RING IRRIGATION SYSTEM BY n , NOTE. .. OTHERS INSTALL B > ELOW GRADE ,a �o yG 1. CONTAINER GROWN PLANTS ONLY. 4 HT MULCH = 2. RE RING TO BE REMOVED A _ s AFTER 18 MONTHS + _ MOVE CONTAINERS FROM PLANTS BEFORE INSTALLING _ O TU 3.PLACEP — N RF HERE PLANTS IN PREPARED BED AS SHOWN. A I •' . ° PREP RED BEDDING SOIL BACKFILL' TYP. • .F u _... I „o 1. FULLY REMOVE E NATIVE- SOIL TO 6 > s 1�y NOTE. >, 2. FULLY REMOVE ALL .CONS _ TRUCTION DEBRIS, TRASH E ROCKS » o CK AND ANY EDGEOTHER MA o TERIAL GREATER THAN 2 SPACING FOR PLANTS VARIES <<� r U ;. LC 1 1N DAM WITH SPECIES AND LOCATION T" li-- T DIAMETER. � 3. INSTAL a E L PREMIXED SOIL CONTAINING � 50% NATIVE CONTACT L ROOTBALL LANDSCAPE ARCHITECT FOR CLARIFICATION IF NEEDED. -` SOIL, 25� HUMUS AND . 25� SAND OR APPROVED EQUAL. R TO _ - - r �, In 4. DIG PLANTING HOLE WIDTH 12 LARGER THAN r REST ON N ROOTBALL ON ALL SIDES. SOIL Inn Pfn-r5. SCARTFY ROOT BALL. _ „o ....+va»�u..< a. .... ....r..�su •..,.a.+__5..:.sr :.,;. _>r. ....L_�_,......�uu.<::e 'f � � I I � � I I � I . I . . I . I I I � � I . I I I I � I � I I I I . . I I I . . � 1 . � � I . 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I >1 CU = 0 0 = c 4- a) " > c - I � - I I , I L I L L . : . 11 / / � - , I I � f2 m I- -0 -a � . d) Ja a) a) .r- C: . - L cu I 1:11 L L L I . I / -.- I x cu 0) - - c U) L 11 I . I (1) - . - . - �: a) U) I 0 = = .( U) m 0) . - I . � , 1 0 : 1 � (n 0 -- M , 4- 1 1 � I I I L 11 (M �: 0 1 . - I I I . / /, , , I / ...... - - -1-111111---- . ........ - ...... I L . .2 := a) 0 > - (D . 'Li; L I I . � I I I I � L I � 11 �- (1) I - 0 - - (D Lo �-- I 0 (D 0) . L L; I . � I z ; / // , , I 0 - I =s I " L � � 1 L I ... - �;'�;': 'LLL::_, -ffi 4- c CL I -0 .M cu - I" a) E 'Fu C - - r4= I . . I 1 � , I . L I - I I L - cu ca - L L (U c: - I I I I , I q . I I , ,, ;- I CU " j 0 . 0 r 0 " a) L) - L >, L.r .0 ;,�; I � . , �, L /I/ 11 ... ,- �:,;-:,:l 11 11 L. :L .�,:ZI:,:­�,:-:., . z,z. A f � I . . _ (U ( ) 0 0 Mn I a) - - I I -0 (U a) a) � -1. I L L . I . � . I . t I L L L I ­��:Y:rl ..:�":L:' !­:�;:': - 0 1 - 4.1. 1. I i I � - - "a . a) FD (D Q 0 U) 0 0 1 a) 0 - = I . I � I � I . I � / V / L ,:L . - = (D .T = a) " CU I m - �� I . . . L � I ' L � i i I / i . ; C: a) - cr E = - [2 (D c: � .. L, � L I z I . I � , 1. fn >1 a) E2 -5 .2 � :L" I - - 0)(6 1 a) = 2 (D cu L I I � . 1. . I I , . i I a) -a . (D a- -6 0 - C = " Cy, 0 L �: .... L . L I L " , L I , I o, C: - -0 M a) - - 0 ) > ca -0 L L I I L I I I,- - I 2 L . , � 1. .0 -� .5; (D a) - - -ffi C: - =3 I - 1: I . i I . L , / � . . = .c �: I . M a - 0 a) - 0 " :..1 I L I . I I I t . L , I L � 11, CD 2 = , - .c -ffi � (-D a- 0 L � I .. -0 U) 'O in . I . . . 1 1 I � ... I L I 'L. -E 0 - -0 .r- 2 - E . - 1:� L . I L : 1� /I I "/ � I L I . m E �p ) 0 46 0 = c L) . I z I . , / / ,� I I . L 1.11 0) - . L C: I a) - .. I I . . � I I � . . I I , / I . lli-- . I � L ,y! (D a) = 0) - 0 0 CL I " - (D > (a . a) 0) .0 6 .5 .0 I (U M " I . 2? � 0 U) m - .1-1. I I L . L I � . I W ca :3 v -a . I ,z�.; L L . . � I I . � L . I . - I L I I L I . L '%'%%% . I L � � I I / / , , . -­'----­--­---­ ------- L ... .... . � I � .... I *r_ (D - I . '�� L I - I I 11 I ,.", I .1 I a) > 3: (n (u Q) L -... . i . , I I ...... a > (D C: "O 0 0 cu CL rn . I I � "' - -t -- I-- 1- L I .r- 0 - iE ca ..j .0 =s C: 40- . !%:%,% � . I I i I V /-/ — .r C: c U- I (D (D I I i 11 . / I \�\ L � I -­­ -­­ -, ... � : E E .>a' � -: 12 , a) ,!.: L ::1. L I I � L - L 'L "O - - - . - m .r :3 - I E . - - . _ . L � ".. " " - (b L . L ft; �: OF 7-�z I I I I : . . I L I I . I . / -,...-,.-- - `- .. .z -a 3 co 16 L 0 U) , Ca a) , a) : L- 40- -ja- L 11 I I . L � - tt i I . I I I I I— I .. - - 0) r . - 0 0 1 L A:� \ _ I I .\\ ..- .- 0 0 V U) Q) -0 C .r- (1) 0 0- - (n I "Fv >1 0 LL.� ,. 11 � L . . I mwx\�l 1. I � . �, I ", 11 = 0 U) � I I - M T CU - 0 0 2 = CL a) - I .....I.... � 1 J3 0 CU .r- (n cn 0 . I I ,;; I . I . + I I . I L . I � - m a) 2 a- m . :3 ;::; . I . I i � 'I L / L � � 11 , "I" L � 1. .r �O M 0 E - L �p #, 1 ,L I 4 I . .. . I �el I - m c I - - a) " a) �0 C: Q) ca � t I L X,�,...- A - -I' I I // 'L I k" I � _,,,-,, , w -a -0 .r- 0 , - a) (D (n -a -0 " CU :3 " (D = L E LO 'O . - I L I I I ' t L /I . L I 11 , I I L .11 . - C14 . � L . I L ",$!!,C *. I L . L . - �� , L A I ,,, 1".. .0 (D -- -0 - CU L. I . . I L L i � I . I I . w . - " 0 . Cl) IV . = E E . - I . (j) (1) �O > 0 c L ;­ . I . L . I I I I I'll (1) > a) E -0 E U (D - ... 0, � ", L I I I 1 � I I I I . I 1 16 - 21, 1: . . . . '. * 0 L . L I " I - a) 16 - 4) "a =3 (1) 0 cr a 0 * - 'O " 0- >% -1. I I AW * . , I 11 *F (A - -0 �1:1, L L ,ff . . I L L .. ja a) -0 > U) cu L L I I i I / .. I ' I � I a) , 0 U) I r- (n L C: U) -;t = 0 - 0 4- W 0) (D �- . - 0 ,;:: . � L I I . * I I I L � I '-�\ L () 0 0 0 t:f 'Ll , � I I I I �/ 4-1 L- . L -a tu 2 - = W m � CU - 0 " 0 1 , , I I L I . jel L , , I il, - M C: - � m 4- = > co I- (D = . , I 11 , I . ,/ ,- L I �l , , \, " ­/' / . ... = - - - cr- - 0- " > I - " �:, . . ­ L . . jw, �t : ..... . . I L ' I (D - 2 -6 " (D U) ai 0. cn � = 0) = CU W C -a . I L ... .. :;.: I .1 - I , I L L L of I I z.. - -111 . , . I I , I -1-1 M - -Ow * Wl* * * 11 t I L I / /. 11 () - �— M M 0 3: - L " =S Cl) L :3 CL .r- 0 0 3: 4'-j cn y; . A � . . L I I 11 r - *"- ­­ ... .. .. -- �- - - 0- 0) (n .r- , a- -0 . Q -0 CU - - = ,, a .2 . co (1) I . I , / / -.- -". .r- = 4) = - :9 - ;, I ;4 A. NG 02 1 L I � I L 1, -A. � ,� L t 0 0) 0 " a) - " U) " - = - . . , I . : I i I L ,� F, ­ - 12 ,L; (n ---------------- I ........... go I �/l , ? a) . r_ r = " ,w 0. ... : 0. */ i 11 I . I I I ,- �', ,/ . ..... . -: , ; q U) > — ai LU a ,7- to (L) L.L C: 2 Ca L';, I . I I " ,,, . , >, 0- L . L L 0 , Ll goo L I 7 — ..... I - . - % � . I/ 1%, /1', , -,,� .", L - -0 "�- (D .0 (D (D M a) 0) C'4 L - M r- , i 'NF ,, - a -r- cu -6 CA g i6 — , � � i I I ,\�-1 � a) : . L I . I - a) "a U) - M (D C: 4- 1 1 - r_ - I -C = . I I . L Ll I I \ \ I < . I L - 6 a) a a . I 0 a) -�� 5 1 "L, I L I . L I/,/.,/, 1�� 1,�, ", -le C: .r_ - - " U) M m 1 :3 U) " *E M L . -7 i I I ///, 11 / I ., " C: 0 - _Q L (D =3 . 1: , . I 1 v a) a -; I I , � . L %,> ,//' � " i ". 2 (6 co -ffi c W (n CL -0 C = 9 -C w L .c �: :3 -6 .r "O 111. L . I ) ..,P.w � I I � : ,/ / 1� - .... - a .2 CO) " U) = 0 U) C: :3 0 u . (b I L I I . i I � ,It CU CU - I- =: (1) U) -ffi a) E W > - - . E .4;r - -0 c a - . -- . I I . : � . I _e- / I I 't - 0 U) " (D m - - (D u �'.-1 - . . . I . . . I I . � . � I , I /', / � L . . ­ 2 m -0 m - - -9 m " - , u - A -0 c: -0 - m U) "O - I L 00 , , / . . a- �- " - .= - -0 .L .11. . . . 0 n-1 . . � I � ��Q-��-Y� to 'r- 0 Co :3 0 w = IV .- iD I.... . I I i , I I I , ,/ , N� -/� c m . L 0 ' . 0) IV , E " . I /C z x Cu -� C.) I " �,,� V/ , I 0 0 0 - a) �'Lj. L L . C � . . I i � ,.- , / 1\ / . . :3 2 ::1- a) 1. - 5 L - 155) tu (D I .c =5 >1 I_- cc .. -; I I I . i I ,l .i /11 / / -\, L , N a) a) CY) - m CL c 2 a) c 0) a � . / " 0 a- m - I- < tj 6 t , ca " .= - - E - r_ - a) %U W ,a 4- - 1. m � 'L: .. L I I �1- .1 m . - (D ;> a ,r- - i-> 0- r- r a) - U, � " - - � L 'I , i L I < . - .11 � ::: -C - U) co C: M c - 'a 0 ca , .a '�5 - . I If , 1� * .� Lr- t > IV = 0) (j) -0 = ku C 0) " a. C (D M : , . i .1 I ', >--��-lf I , . U) m ILLL 2 -14 a - . z I- .;�; I I I I , i . ��` " . / . - I - - Z6 (n .... L L � lk I I L . ll� -6 J-- U, LP -1 ". � . I I � . � I � I . i i -to , * ,, I \ -1-i CO cr -1.1 ::Ll. c a If cu I .9 a) 0 - E 0) > U, U, . . . I - L I .. L; z P C,) - W - .:�, -W - 0 U) - U) -0 = C: L -@ -0 -0 ' E w T) C: � L '" I . . L � . � . I I I i � - , L , 1. � * / . L I :- ca a) I (D A-- m = =3 - .�-, - . . I I L� . � L * \ E - 0 a) " - - .r- . 1: . I I . I . - -�� 11 , 1. � I L- 0 to c (D . .. . I � L I � , . - ,", I ", co W w �. 0 cu x - a) C) 0 cu � -T � L i i , I ,,, - " 1�, I I . . , L "; *;:; =3 u) 'a. E .r- " a) Z�-z u :;;lt . L , 0) .; " F) (v I. - 0 C3 *§ E (D M L L � . . � . . I . I .. 1, .. . - (K \ I ­ () - U) () -14 I _" I-_ . - E `4 > 5 ku -0 c -6 0 0. .:;: I I I , I . , � � I , p I . . , � 11, a) w -3 _a M Ir- .0 � . L- - U - :5 11 1; L � � L I . . � I ,,, "" - ", " , \. I 1. a) - C.) -M 1-0 C: = (D u) I 'L; I L I I . � . ,,, I ,I - - - IV . . . , '11 I � . - � Mn -- a) cn "ffi -0 � - - -- 'a --; 0 *0 cu -0 a) 4.1 I I I ; L i L - L -.1 . I ", \�,- / 1\ \� ) / I I m 0) 4- 0- .0 c *= %.j = U) :: �; . I I . I L , �; I - . 14 'a ca U) >� 'i E - .7 - : � . . I � i 0i - 0 1 ­� L I I ,-1 . -" - . I . I I I I _I----- I '�!�i ��', " �: L� 1\ .1 / 'j " 11 \, . . co .11'. - 0 C13 -( ' ") E �c 0) , ,-t- I I.. I I -N -1 . -111106 / I I " , I / (1) �, c -6 (D .2 ffi i: 1) M :3 > - -3 c E in -C ud' 81 s - E a = :3 .. I I , , 11 , -lil" I I I - / C6 w - a) C� r m (D I . - "I jjL� 'p, "', , , �; M - - c " . I ,- L I - - U) ) 11 � L I 1 � j . -- - I I \ ,, / ,\ \� '\ I � L- .1. . 0) (n M M " " =3 (L) I > M (h W ,;,��, I � ", \ / / , E co �� ,,�: 2? cu c *r- x E I a) (D 0 cu 0 -a _2 C: ,a c - . I I � ,- ­- . I I 11 ..", I I 1 p - � , 11 , I . I /I z . 4- �l 0 .�= U E = 0 0 :3 w 0 W 'D 0) E z) m cc a) m 0 " ;:, , - - I I I . L L . I L I I . . ..... - ". L %J .1.1.1 I L * L � � 1-- - I I z \ \, - . I III - -t� - - U) Yx I � I ,.� , � ; � , , \\\ \ \ / .1 I M - U 3: .�= " I . I I z ,,,,, X�� , 11 / L - 0 0 = - co .r- .1. :.L" . L . I . I . :3 L i .r_ a) �- - - cu I I . I L , , / ,\ I /< I I 0- .t:= U) � " = .r- r u I i t - I � uj 11 ll\� \ \ // I - L- LO (O I- " w >1 -le 0 f - - -0 I I --, , , L .2 I- Vj "O 0 (6 0 1 �%, I I � i` ..... ..... -----�, L, ,, --,V/ / rl_ 1: i 6 .E 5 0 m - U) - � I- - C: 0) - U . - I I L I I . I I I L . I "', I � (T .; " 0 tu - - �- - A-- - (1) w a 0 .C: - �; 1; I � , \1 --i - ", t 1-� \ . M 1. ;�R = U 7 E a) E 0) CL - 0 a) I'll. I - L ,� , I ,. a tu - ca , :3 5 -o � a) 2 n .2 0) M - ry �� ... ... . I I / /11 . - E v a) , - .�� . I I I... 1, \ ", / L , - ; ; � U) - a) 0 C U) uj .0 -- - co - I I I I L -�� - � � �� � /' 1, 00 I - a) - -- a -o C: U) � - a) .r Li E�E U) L IV tu q I I � I .,-�-­ , �, - ,- - I I 1\ I - 0� LL ��` . C 0. > - :'�L: . . L I � � I I \ , , 1; Is a) u , D - -, E2 a Li = a) -Z� 2 - L .. I � \-l---J, - ., \X" . 0 (D Cl) L' U) - = I . , 1-�l . , \ " / , \, I / �,\ \,� L- (0 - � - m - .- U) 0 0) N = 4- , -tz 6 0 - L I � i � i I I f �n -1. \4r 1 L . c:) :3 I- 2 C.) - a) E - v r- -te 2 " U) u tu cu " : L I . I I � " I I \ 1\ , �, � . 11 � 0 c CU 0 " � 'r '5 L ED I 0 = E u -- ,, I I I L I I L L L I I I L " " . \ r 1: < _ 0 > a u 2 : . . z : .T , / \ I �\ I �l / 1 4- .. I 0 ca 0 " " m n! 0 - - - . a) %J � 0) : 1: I . ; : . . I � , \. " " "- : .0 - - E -5 ::L' . 1. I I . I I I I I I ::� 5i,- - I ww, , ff " I �,:, \-,. Z -0 r) _ 50 .2 a) In I 1� I , , 'L, 1.\ I n . i � 5 � � ,>� : " � � I ./ /� , . C: < a) 1; — � L 0 . � I i . , " U) I / 1\� \ , / ." .; -0 - a) u -0 -j - - ED 0) (D a) W (D - - = .2 0 Ai I 0) �-: I I . L .1 I I I I I i I - I ',� , L - 0) -1 " 3: = Cy =3 Cu = !t= ';: I I I 0 L il " L- I- 1: . " 1. C') - E En 75 > - - - a) c: - CL w w 0 .I-- = - ... I . I I I - . . � > 4- 1 a) ,::.: I . I . - . I I I -11\ � ---I , I -Lu a) a 4) 0 M (n - - > C 0) 0 (D -0 W . I I � I L \ I . i :\�j i, , P ,� . , a) (O -0 - - p L -�-��,,f,�� �'. , � 11 1\ � " / .. \ \ - - " -0 u w (D � :3 - ui � a) = 3: - (D I I � . / , � I , � a) cu I i , ,,, , �, , 4 < 0 (D C: 0 2 2 �Q 0 0 " a) 6 :1,; � . 11 - � ] :1 - /I _\, , . - "". L 0 E L) ca - = 6 = (U . � - () �: - Z L: I I I \ � \� -'\ I 1\ 1:; 0 - -5 - = a) a) - - .C2 1. � -; I - .r, -'4 0 0 . CL :�; - I I - I ' I �, I - . 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U- i v O Q f- O O Q w > -wO OL cFi 0. _ -Q 00 �Q 4 Xz J ay1- ~ - Ii.R > C2 zR Q is ur F _ Oz J a� _ Q N N O _.. -O O Q w N m I 0 p R a �' x tL o R o \ O I% N '. I R x a O z m� v U . . _ .. - I a C5 Dr�At�rr R R < z w =1.. :w. -1 z a U z MW �T w a O N Z D: -- .. -'F h u ° .. a > v w ! W Q CHECKED �� s Z w Y 0: co 1�_ - _ a Q J I. _ > R u (A W J 5 w J ( Q Ah O O C5 ..., a v W i0 I m J _ o� F- J. .... _ d - ® � : 3 O .� DATE - > a J Q. . ,Ll x w a U - = . - . O o � 'NIH :6 . q q w Q g _ o ` ''� LL 08-07-15 ,. Q E � O ; p E Z - LL i ...> r :... R O d r `b' _ o W J- SCALE _ ,. > I � - ` w Q ° J R 7 f w J AS INDICATED' a R w -) _ U o f- U W. i .. .du u '�' W O ° i _ p Q "� -' J Cn Q O TOB NO. o v m LL = W , > O 0. = U o x J - E rn _ -. up LbG 14.071:11 e1 N Y 07 N X - N F- a- ` ' .. R a w y g III 11 x Y O = R U / w p - S - NZ ww u J N o N OC _ U . . U II Il- �� Q' '� j 1 >q Q R x F Q - d, .v N d- y LI 1 = 0 ° Y . v _� i 2 - 1 �" N > -"I r R W _ m u° u m z z x d I-1 u J Q m a m Q z . XU . I- - - za0 O�p fYd -11' T z I . . o=Q Q m Y a,L2� Yz22 z N o 13(�) C'7 N �O z_ ry ry m T T O It R. 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 ADEKA SEALANT OR APPROVED EQUAL BETWEEN RING/COVER, ADJUSTMENT RINGS AND CHIMNEY OR CORBEUCONE SECTION MANHOLE DIA. MAIN SIZE 4 FT <181n. 5 FT A81n. <301n. 6 FT >361n. SEWER SIGN nxx°LE STD. DUCTILE IRON MANHOLE COVER MANHOLE SIGN N 3. MANHOLE BASE THICKNESS AND FOUNDATION AND FRAME (30" DIA. OPENING) (SEE DETAIL S5-02) 6'4" : FROM FLOWLINE TO RIM AS FOLLOWS: OR EQUAL MANHOLE DEPTH (FT.) BASE THICKNESS STD. DUCTILE IRON MANHOLE 0-12 - _ _ _ _ _ _ _ _ _ _ _8" 3' MIN. 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 / r»rrJl b unl , LOCATION COMPACTION REQUIREMENT 12" MAX. �.• .� SEE NOTE 1 PAVEMENT_ _ _ _ _ _ _ _ 98 /o STANDARD PROCTOR ASTM D 698 : PRECAST REINFORCED . " P TR - 0 2' ' . LANDSCAPE E _ _ _ _ 90 /o STANDARD PROCTOR - ASTM D 698 CLASS A CONC. 6' AREA e.e 3000 PSI. IN 28 DAYS CONC. MANHOLE SECT. - 5. NO RINGS ARE REQUIRED OUTSIDE OF VARIES ASTM DES. C-478 STREET RIGHT-OF-WAY VARIES ' (SEE TABLE) _ 8' GREEN, HEAVY DUTY, EL WI G CHAN POST VARIES N N IN FLOOD LA S O AREAS O O 6. P IN R A F CONCENTRATED BACK FILL AROUND MH b PLUG-,,,,, THE CONE SHALL EXTEND 1 FOOT ABOVE g., .';..•6' MIN:: ij]- BACK FILL AROUND SHALL BE AS PER NOTE 4 VARIES THE BASE FLOOD ELEVATION OR A BOLT DOWN MH SHALL BE AS 5' MIN. MAX SEE TABLE WATER -TIGHT RING AND COVER SHALL BE USED,. PER NOTE 4RUBBER-GASKET ( ) JOINTS VENTED WHERE REQUIRED. - W/ MORTAR SEALANT 112'IFt INSIDE AT ALL JOINTS 7. WARNING SIGN ONLY TO BE PLACED WHERE � - , SEWER CROSSES OPEN FIELDS. ::gi,:.. MAX /�.. . MIN'. PLUG 6" MIN. "IE 2,_0 2 .. .. INVERT - D E E - 314 DIAMETER OF PIP - 1-0 U 02 . 2 DL E b P T 4 4 AN LARGER SHALL BE FULL DEPTH INVERTS.. : • D ' 9' � /::.. 9 •. BASE WATERSTOP-PIPECONX MANHOLE ADAPTER SEAL, #4 BARS, 8" O.C.E.W. - OR APPROVED EQUAL. #4 BARS BENT 90^ AND (2 REQ D) TIED TO WALL AND BASE. _ NOTE: DEPTHS GREATER THAN 12 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 REVD) NOTE: DEPTHS GREATER THAN 12' ( ) WILL REQUIRE 2 MATS OF REINFORCING STEEL IN THE BASE. CAST INPLACE1 L4JVH0LE PRECAST 1t�4NHOLE STANDARD MANHOLE 51-00 ORIGINAL GROUND OR BOTTOM OF SUBGRADE NOTES: A SELECT NATIVE MATERIAL 2' 1. FOR BEDDING AND TRENCHING WITHIN ALL EXISTING PAVEDAREAS MATERIAL EXCAVATED FROM THE DITCH, (WHICH IS FREE OF � A • �. • �. � .• `' .. SELECT MATERIAL SEEDETAILS FOR OPEN CUTSTREETS. Deta11s ST4-00 ST4-0> ST4-02. ROCKS, LUMPS, CLODS, OR DEBRIS LARGER THAN TWO 2 �- O THIS NOTE DOES NOTAPPLYTO STREETS BEING RECONSTR(ICTED. INCHES IN THE LARGEST DIMENSION COMPACTED TO A ), I A SELECT MATERIAL Q S T MAT RIA o CEMENT STABILIZED MINIMUM O o MAXIMUM DE DETERMINED E0 8 "''" ''' '"''`:� C M F 90/ OF M M SIN AS T RMIN Y O N 2. ALL BED09u�G &INSTALLATION OF PVC PIPE SHALL BE IN ACCORDANCE 8" 12"MAX• , ;:,'.' SAND ASTM D698 STANDARD AT A MOISTURE CONTENTW ( (THIN 8"-12"MAX. TO ANSI/AWWA STANDARDS FOR PVC PIPE. B MA UALLY - o Q t OPTIMUM TO 4 o OF OPTIMUM UNDER NON-STRUCTURAL / TR TUBAL L D COCON50 SOLIDATE Y B 3. ALL BEDDING &INSTALLATION OF DUCTILE IRON PIPE SHALL BE N 0 E IN AREAS ie...YARDS PASTURES EASEMENTS AND TO A AT OPTIMUM 0 , TUBE ACCORDANCE TO ANSIIAWWA C150/A21.50. MOTS MINIMUM OF 98 /o OF MAXIMUM DENSITY AS DETERMINED ) ETE MINED �OISTR E ) BY ASTM D698 STANDARD AT A MOISTURE CONTENT WITHIN " •.: ' :° •:.' i- ..;: 6 BELOW 4. COMPACTION SHALL BE ATTAINED BY MECHANICAL TAMPING. OPTIMUM O + ((o ) T 4/o OF OPTIMUM UNDER NEW STREET AREAS PIPE BE :'' ;; `. 6" BELO 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. UNDISTURBED SOIL O.D. UNDISTURBED SOIL PIPE I� B GRANULAR MATERIAL O.D. PIPE MATERIAL SHALL BE BANK RUN RIVER SAND WHICH IS FREE 70.D.OF DETRIMENTAL QUANTITIES OF CLAY, DEBRIS, OR ORGANIC 6 MIN./12" MAX. PLACE METAL DETECTORL ,• MATERIAL AND WHICH, WHEN TESTED BY STANDARD 6 MINA 2" MAX. LABORATORY METHODS, MEET THE FOLLOWING REQUIREMENTS: TAPE AT A MINIMUM OF 24" MAXIMUM LIQUID LIMIT 45 ABOVE TOP OF PIPE MAXIMUM PLASTICITY INDEX 15 MAXIMUM PERCENT PASSING NO. 200 SIEVE 35 NOXSTRUCTURAL A "TO BEPAVED MINIMUM PERCENT PASSING 3/4" SIEVE 100 AREAS R T BE THE MATERIAL SHALL BE FREE FLOWING AND WHEN WET, SHALL O STREETS O NOT ADHERE TO FORM A BALL WHEN PRESSED IN THE HAND. RECONSTRUCTED C CEMENT STABILIZED SAND BEDDING AND TRENCH FOR DI PIPE & PVC PIPE • S 1-0I NOTES: _ 16" 8 NOTES: 1. FLOW SHALL BE MAINTAINED DURING CONSTRUCTION. NOTE: SAND OR GRAVEL MAY BE REQUIRED TO 30" 1. 1" DIA. "STARTER" HOLES SHALL BE DRILLED THROUGH WALL OF STABILIZE FOUNDATION. K ' 24 MANHOLE BASE SHALL BE PLACED ON FIRM SEWER R INFLUENT H EXISTING MANHOLE SPACED 3" APART CENTER TO CENTER. THIS DETAIL TO BE USED WHEN A 6" OR LARGER LATERAL NECESSITATES CONSTRUCTION OFA __,.;•,... ....:...... t• ; .;• .:..:.:: ..:.: t ? i :j,:.:,i... OF PIPE. PIPE SAND OR GRAVEL MAY BE REQUIRED TO pI AFTER "STARTER" HOLES HAVE BEEN INSTALLED AND APPROVED EW MANHOLE. STABILIZE FOUNDATION. BY A CITY INSPECTOR THE CONTRACTOR SHALL BEGIN REMOVING "STARTER" 3. R ADDITIONAL STANDARDS NOT SHOWN, SEE "STANDARD MANHOLE" DETAIL S1-02. ,: ELBOW ON BENCH, GROUT NEW BENCH SEWER THE CONCRETE INSIDE THE PERIPHERAL HOLES. CONCRETE SHALL BE REMOVED WITH PNEUMATIC HAND TOOLS. 4. C TRACTOR SHALL BE RESPONSIBLE FOR SUPPORT OF EXISTING SEWER DURING INSTALLATION OF FORM SMOOTH CHANNEL TO INVERT. 2. THE NUMBER OF REBAR DOWELS SHALL VARY WITH SIZE OF MA OLE. ALL NEW CONNECTION AT EXISTING OPENING. REBAR SHALL NOT BE SPACED MORE THAN 12" CC. 5. DOG SE OPENING MAY ONLY BE USED WHEN PLACING A NEW MANHOLE OVER ANE EXISTING TING UNE• '�' •5"MIN. :: CEMENT STABILIZED LL 3. WATERSTOP SHA BE INSTALLED IN STRICT ACCORDANCE WITH OTHER SE, THE OPENING MUST BE CAST. SIZE, LOCATION, AND ANGLE OF ENTRY SHALL BE AS 4 CITY • BRYAN, 12". SAND AS SHOWN SECTIONA A MANUFACTURERS REQUIREMENTS. REQUIR BY THE PLANS.. . 3" 6. EXCAVAT ENCH TO MIN. 13" BELOW BOTTOM OF EXISTING PIPE, COMPACT SUBGRADE. PLACE 0 I• 08-01-12 4. CONCRETE SHALL 8E 3,000 P.S.I. COMPACT 6 F GRANULAR BEDDING. MONOLITHIC POUR OF MIN. 7" DEPTH; 6 SACK TOPPING M O SAND AS SHOWN 4- t- ::r�.>�f '�'.,:.�-..�� :>_ 3,. BE PLACED I DE, UNDER, AND OUTSIDE MANHOLE BARREL FROM SURFACE OF BEDDING, AR D 3" CONCRETE BL K RISERS, TO A POINT APPROXIMATELY AT THE SPRING LINE OF THE EXIST. P PLAN 7. DURING THE SA POUR, THE FINISH MANHOLE SHELF SHALL BE FORMED AND I`- VARtES fi VARIES ` FINISHED AROUN HE BARREL AND EXISTING PIPE AS SHOWN.. _ 8. AFTER CONCRETES LF HAS CURED, THE EXISTING PIPE SHALL BE SAW -CUT SIZE X SIZE WYE ON BOTH SIDES TO FINISHED SHELF GRADE AND REMOVED. THE EXISTING VARIE . PIPE SHALL FORM THE OUCH OF THE MANHOLE AS SHOWN. FILE CUT PIPE 3" SIZE X SIZE WYE . 450 - iBEND,, TO GIVE SMOOTH EDGE ° 45 BEND BASE -' -'; �- ' CONCRETE BLOCK SEEN. PIPE O.D. NOTE FOUNDATION STD. DUCTILE IRON MANHOLE COVER AND FRAME (30 DIA. OPENING) . OR EQUAL #4 BARS, 8" O.C.E.W. - DEPTHS MANHOLE ADAPTER SE � MANHOLE ADAPTER SEAL, PLUS 4" REQUIRE 2 MATS OF REINFORCING GRADE RINGS FOR 8" 18"MAX STEEL IN THE BASE ADJUSTMENT TO FINISH r PERIPHERAL GRADE AS PER DETAIL .'r+ CITY OF COLLEGE STATION S1-02 - NOTE 1 ._:.....::..: O "STARTER" HOLES PRECAST FLATTOP LID 1 (SEE NOTE 1.) ONLYALLOWEDFOR MAINIINECONNECTIONS _VARIAB BACK FILL AROUND MH "'•' (4'MIN.) 1 (6"AND LARGER) 1 OPENING CREATION DETAIL 1 MANHOLE CONNECTION DETAIL 5 INCH S2-00 DETAIL S1-02 - NOTE 4 a : B PROVIDE A WATERT SEAL. RAM -NECK GAS (MIN) OR APPROVED EQ GROUT I '`°' AROUND THE PIP USE RAM -NECK O-RING, OR SAND OR GRAVEL MAY BE REQUIR MANHOLE LL. :' E APPROVED QUAL y;:f•>': ;... STABILIZE FOUNDATION. MANHOLE SECTION IN JOINTS MIN. 24 BETWEEN CROSS ,', ,., ..5 : :'•• SEE PLAN OR PROFILE FOR PIPE SIZE, TYPE AND INV ELEV CUT-OUT AND MANHOLE CONE.' ' PVC PIPE SIZE EQUAL TO .: REMOVE INVERT AS REQUIRED EXISTI .}, THICKNESS TYP W/ ) AND NEW INVERT FOR NEW ° 45 ELBOW (TURN W/FLOW `_ SEW FILL-IN BETWEEN DOG HOUSE UNE. NEW INVERT SHALL 1 FORM SHELF SLOPE AT ANCHORS (TYP) MAI STANDARD CLEANOUTWITH CUT-OUT AND PIPE WITH MATCH TOP OF ELBOW SOFFIT TOP OF SOFFITT OF THE ,,:... HAVE SMOOTH TRANSITION INTO EXITING INVERT. REWORK 1"1FT. NEAT AND SMOOTH. -STANDARD CROSS LARGEST PIPE IN MANHOLE NON -SHRINK GROUT AND CONCRETE BRICK AS NEEDED #4 BARS, 8" O.C.E.W. EXISTING INVERT AS REQUIRED. BASE } ,r MAINTAINING INSIDE MANHOLE ARtes 4.: ->I If x: ?:t` :' Z co C OSS STAN R 3" ... WALL SHAPE. NOTE: DE'PTHS GREATER r::;•:;- NON -SHRINK ' THAN 12ILLREQUIRE 2 MATS OF VARIES A - - :::,: A MINIMUM 3-2-1/ ,X6"X16" STEEL IN THE BASE GROUT DIAMETER 1-0. VARIES CONCRETE BLOCKS. (TYPICAL) . ;.:•;•. 2" CLR. NON -SHRINK _ ..... 6" OF GRANULAR BEDDING 1.-0"" SYNKO-FLEX PREFORMED (TYP•) GROUT NEW INVERT STANDARD ANDARD DROP MANHOLE FOUNDATION PLASTIC ADHESIVE T, ", WATERSTOP-PIPECONX #4 BARS, 8 O.C.E.W. - DEPTHS MANHOLE ADAPTER SEAL, GREATER THAN 12 FEET WILL REQUIRE OR APPROVED EQUAL. WATERSTOP, OR APPROVED PIPE O.D. 2 MATS OF REINFORCING STEEL IN THE REQ'D) LINES UP TO I21INSIZE BASE #3 REBAR (14" LONG) EMBEDDED AND EQUAL. (SEE NOTE 3.) PLUS 18 i . . C=OFCOLLEGESTATION- DROPMANHOLE TO . EPDXYED INTO MANHOLEWATERSTOP•PIPECONX WATERSTOP - PIPECONX MANHOLE ADAPTER CITY OF BRAYN WALL 3". (SEE NOTE 2.) 'PIPE O.D. SEAL, OR APPROVED MANHOLE ADAPTER SEAL, OR APPROVED EQUAL. OArLYTFHENAPPROTIED BYCITYENGINEER PLUS 18" EQUAL. (2 REQ'D) (2 REQ'D) �T T T � CI 1 1 OF COI�� STATIO S2-02 DETAIL •t��GE : 1 CONNECTION DETAIL SECTION VIEW 1 CONNECTION SECTION VIEW G TY SEWER DOGHOUSE MANN B.1 B.2 STANDARD MANHOLE TIE-IN 53-00 - S3-01 NOTE: MANHOLE BASE SHALL BE PLACED ON FIRM 16" 8 SUBGRADE. ADDITION OF CEMENT STABILIZED 12 NOTE: SAND OR GRAVEL MAY BE REQUIRED TO 30" _ _14 16 STABILIZE FOUNDATION. K ' 24 MANHOLE BASE SHALL BE PLACED ON FIRM SEWER R INFLUENT H SUBGRADE. ADDITION OF CEMENT STABILIZED O DROP __,.;•,... ....:...... t• ; .;• .:..:.:: ..:.: t ? i :j,:.:,i... OF PIPE. PIPE SAND OR GRAVEL MAY BE REQUIRED TO pI :'•:':• �• • ' ' STABILIZE FOUNDATION. IN EXISTING MANHOLE, PLACE PVC MAIN ;,.:• ,: ELBOW ON BENCH, GROUT NEW BENCH SEWER TO SPRINGLINE AND TROWEL SMOOTH. PIPE FORM SMOOTH CHANNEL TO INVERT. ALL NEW CONNECTION AT EXISTING `- F '�' •5"MIN. :: CEMENT STABILIZED s ' 4 CITY • BRYAN, 12". SAND AS SHOWN SECTIONA A ;•.:;'., r; :•,• :: 12' VARIES ' ' 3" CEMENT STABILIZED -\ I• 08-01-12 SCALE: SAND AS SHOWN 4- t- ::r�.>�f '�'.,:.�-..�� :>_ 3,. 3" PLAN 3" A:;` I`- VARtES fi VARIES ` »' A SIZE X SIZE WYE VARIE 3" SIZE X SIZE WYE . 450 - iBEND,, ° 45 BEND BASE -' -'; �- SEEN. NOTE FOUNDATION STD. DUCTILE IRON MANHOLE COVER AND FRAME (30 DIA. OPENING) . OR EQUAL #4 BARS, 8" O.C.E.W. - DEPTHS MANHOLE ADAPTER SE � MANHOLE ADAPTER SEAL, O O ED EQUAL. NOTE: GREATER THAN 12 FEET WILL R APPR V�,,, 2 (2 REVD) REQUIRE 2 MATS OF REINFORCING GRADE RINGS FOR 8" 18"MAX STEEL IN THE BASE ADJUSTMENT TO FINISH r GRADE AS PER DETAIL .'r+ CITY OF COLLEGE STATION S1-02 - NOTE 1 ._:.....::..: OUTSIDE DROP MAHOLMANHOLE PRECAST FLATTOP LID ONLYALLOWEDFOR MAINIINECONNECTIONS _VARIAB BACK FILL AROUND MH "'•' (4'MIN.) - (6"AND LARGER) SHALL BE AS PER 1 5 INCH S2-00 DETAIL S1-02 - NOTE 4 a : ' : .THICKNESS 1 (MIN) NOTE: MANHOLE BASE SHALL BE PLACED ON F SUBGRADE. ADDITION OF CEMENTS IZED GROUT I '`°' USE RAM -NECK O-RING, OR SAND OR GRAVEL MAY BE REQUIR �� .z :' E APPROVED QUAL y;:f•>': ;... STABILIZE FOUNDATION. PVC IN JOINTS _ CROSS ,', ,., ..5 : :'•• SEE PLAN OR PROFILE FOR PIPE SIZE, TYPE AND INV ELEV 1-3/4"STAINLESS ' PVC PIPE SIZE EQUAL TO .: STEEL BANDS -1/8" INCOMING PIPE SIZE - C .}, THICKNESS TYP W/ ) ° 45 ELBOW (TURN W/FLOW `_ �. 5/8" STAINLESS STEEL BOLTS W/EXPANSION & GROUT IN PLACE) 1 ANCHORS (TYP) SECTIONA -A STANDARD CLEANOUTWITH MATCH TOP OF ELBOW SOFFIT TOP OF SOFFITT OF THE ,,:... -STANDARD CROSS LARGEST PIPE IN MANHOLE :,rt{';' 1 ,;;.:...:•'::'.;;' #4 BARS, 8" O.C.E.W. IN. } ,r 24" 24" MIN. ARtes 4.: ->I CE ENT STABILIZED M o SAND AS SH WN. x: ?:t` :' Z co C OSS STAN R 3" NOTE: DE'PTHS GREATER r::;•:;- ' THAN 12ILLREQUIRE 2 MATS OF VARIES A VARIES �; :::,: A STEEL IN THE BASE ::. NO A IE . ;.:•;•. 90* BEND _ ..... .... . 6„ MIN. SEEBASE ...�;'..;,. ., .... NO STANDARD ANDARD DROP MANHOLE FOUNDATION ", WATERSTOP-PIPECONX #4 BARS, 8 O.C.E.W. - DEPTHS MANHOLE ADAPTER SEAL, GREATER THAN 12 FEET WILL REQUIRE OR APPROVED EQUAL. CITYOFBRYAN-DROPMANHOLE TORE USED ON 2 MATS OF REINFORCING STEEL IN THE REQ'D) LINES UP TO I21INSIZE BASE _ C=OFCOLLEGESTATION- DROPMANHOLE TO . BE USED'ON LINTS UP TO 4 INS= CITY OF BRAYN OUTSIDE DROP MANHOLE - OArLYTFHENAPPROTIED BYCITYENGINEER 0000 S2- S2-02 TES: 1. EACH PIER SHALL BE COMPLETED IN A SINGLE CONTINUOUS POUR. CHAMFER EDGES 314". 3. ONTRACTOR SHALL CONSTRUCT CONCRETE PIER TO A MINIMUM IkEPTH OF WOR TO A DEPTH WHERE A GOOD BEARING SOIL IS COUNTERED. 4. AL SHAFTS SHALL BE BORED VERTICALLY PLUMB WITHIN ,. 2 LERANCE. 5. ALL ORMATION SHOWN IS CITY MINIMUM. ALL PIERS SHALL BE DESI D BY A PROFESSIONAL ENGINEER. o,POACHOO , • e 4, 6 PIER DIA. AS p' " SHOWN a e �+ • ON PLANS a a o. •d a PIPE 0.0. + 18" a ' CLEARA ININMUM 33-114" DIA 2" [51mm LE ING [845mm] LETTERING S BOOKMAN OLD S = 32-3/16" DIA 2" [51mm LETTERING '818mm] LETTERING STYLE: 114" 6mm DIA (2) PICKBARS BOOKMAN OLD STYLE I N [40mm] ,L (2) PICKBARS NEO RENE GASKET 114tnm r l 2„ 7/16" [ ] 51MM >tl' ., s [51MM] [11 mm] -t [ ] 5116" } 762mm [8mm] "� - 33-15H 6" DIA 2 9/16 N CJI C17Y OF BRYAN � _I [65mm] [862mm] . 40-314" DIA EWE �. ARY �,�' [1035mm] 2" r51mm LE ING k � �,�'� 2" [51mm] LETTERING LETTERIN LE: LETTERING STYLE: FRAMESECTION BOOKMAN STYLE P VIEW BOOKMAN OLD STYLE MACHINED SURFACE 3-13/16" 32" DIA [96mm] 3 - 81 mm 5/8 1-112 1 6 [�38 mm 2-7/16" • 62mm 0111U l s k_ZL V Yl- COVER SECTION PICK BAR DETAIL u u 'MA NOTE: CITY SPECIFIC SANITARY SEWER` B07 OM VIEW STANDARD MANHOLE LIDS TO BE USED FOR PUBLIC PIER VERTICAL STEEL AMETER # 5 BARS 16" 8 24" 12 26" 30" _ _14 16 42" 24 SEWER SYSTEMS ONLY. NOT TO OFCOVLff BE USED ON PRIVATE SEWER RING AND COVER SYSTEMS. DUCTILEIRON V-1432--3 S4-01. 38" DIA 13/16„ 3-13116" 965mm 1 mm DIA 314" 30-314" 96mm mm O REE GASKET 781 mm DIA. [20mm ] 32-1/4" DI [ ] J _ 819mm 250 [ ] " ID OF GROOVE .180 1-112" 6mm 0., DIA 4" _ [ l 5mm 112' 38mm PLAN 2-718' [ ] g 762mm [13mm] 77!g • [73mm] [102mm] [22mm] IF 4' IDE X 3/8" THIC TAINLESS STEEL BOLT HOLE SECTIO " „ - 1-3/4 1 (25rnm) DIA. 32-5116" -� AP (PRIMED & PA ED)FORMED TO i-- -i [R44mrn] X 51/2 f40mm] 9211-1/2„ RMIT SNUG TIGHTS G OF PIPE TO [ L E�L D .GST ROD 38mm JER 2 RE D. PER PI F- 33- "DIA [ ] c Q E MACHINE GROOVE 1mm „ ] GASKET GROOVE FOR DUCTILE IRON PIPE „ KBAR DETAIL DETAIL 30 DIA -1 /2 IC 1/4 6mm DIA. WRAP WITH ONE rj j .. ." [762mm] /g 138mm1 PNEbPRENE GASKET LAYER OF TAR PAPER � L IZE S EEL SECTION. x Gp p T 16mm O EV BONDING NC Ofi BO ECURED TO T PREVENT B NDIN • �ERTIC L E STEEL A R 1 OR T 2-718" M INED SURFACE 2'j(�51mm LETTERING [73mm] :. LEl?ERING TYLE: COVER SECTION ~ w g ,� ° . ° •...' Bookman Old Style 2 ER OaF Y RECES USHIG WwO t' A LL - _ 4 518"-11 NC X 2" LG (4) 518 - C X 2 LG O HEX SS CAP SCREWS E iiEX SS C CREWS - �OZa N A E T & NARROW PLT. & o 0 U VERTICAL STEEL AS TABLE 5 & NARROW ZINC PLT, O �. O RUBBER WAS S `� .L &RUBBER WASHERS �' ° ..' 2 #4 BAR HOOPS, 12" O.C. [102mm] ® [102n ® V-243 Y 3FM a • s - CITYOF BRYAN - ti OR U CpNC. fiAINS� G URBED EARTH EWE Y S o H I N IST o yw INTO HOLE � �D ' m ICKBA2" r5 2 2„ (51 mm] LETTERING ( )1mm1 LETTERING PLACE RECESSED FLUSH LETTERING STYLE: Bookman Old Style PLAN VIEW BOTTOM VIEW TYPICAL CONCRETE DRILLED NOTE: CITY SPECIFIC SANITARY SEWER WATER TIGHT MANHOLE RING AND COVER PIER FOR AERIAL SEWER Y ER LIDS TO BE USED FOR PUBLIC SEWER SYSTEMS ONLY. NOT TO BE USED ON PRIVATE SEWER DUCTILE IRON V-2432--3 S4-00 SYSTEMS. _ S4-02 SHEET 1 0F 2 tt♦ • f s ' 4 CITY • BRYAN, ne •oi DRAWN I• 08-01-12 SCALE: APPROVED: I �P SHEET 1 0F 2 ii N - - - - - N O si 4• 2, 2, i STRUCTURAL BACKFILL AREA NEAR ELL A MAX 6'8" TYP. MAX 2 6'8"TYP.-6'8" TYP. 2 0 INCLUDES ALL PAVED AREAS IN 1" MA rn SIDEWALKS, STREETS, ALLEYS, EA. E R. DRIVEWAYS,AND PARKING AREAS AND SHALL EXTEND 5 BEYOND THE CURB LINE. STRUCTURAL BACKFILL SHALL BE CEMENT o STABILIZED OPTION NO.2 IN S1 01) OR EXCAVATED SOIL cn COMPACTED TO 98% MAXIMUM DRY P 1 .MIN. C DENSITY AS PER ASTM D698 U) WITHIN+ ° OPTIMUM TO 4/o WET OF CARRIER PIPE STEEL CASING OPTIMUM (OPTION NO. IN S1-01 CAST ACER O o - _ ) o 1 -PC. PULL -ON WATER cn TIGHT NEOPRENE ENDTOP RUNNERS - co - ADJUSTABLE SEAL WI STAINLESS TO MAINTAIN 1.. MAX CLR. > cn ., „ w STEEL ° - CLAMPS APS ao OR PSI �� -Max. � NOTE. BAND CLAMP STEEL CASING CASING SPACERS -RUNNER MIN. AT 5PRINGUNE (THRU 24' DIA CASING) OR 6 -RR IDE BAND STAINLESS MIN. 24"-42" DIA. CASING LE (( SS S (TYPE 304) STL. TYPE304' 8' WIDE W/ PROVIDE 4 POLYMER RUNNERS- RUNNERS AT NEOPRENE t ERED CATION SLEEVE OR NON -CENTER EAR BELL, BOTTOM 45. BETWEEN PIP BAND ♦ r RESTRAINED F FLOTATION, MIN B/C 5INSULATED ' INC POLYMER OR "CAS ,MOO SS18 R RUNNER (TYP t - _ G,�J pY t tN♦S♦ t CASING DETAIL RA GENEL NOTES. S5-03 - �Q= Y ! 2•.0�• „ 5 G ♦ 2_ 0 F J PAVEMENTAREAS MIN. MACHINE BORING MIN. ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER HAVE B 5 5 r Q f - EEN BARED •C ` O , OPEN (TUNNELING) : BY CONSTRUCTION SHALL BE ADEQUATELY BLOCK SODDED OR HYOROMULCHED OPEN CUT AND WATERED UNTIL GROWTH IS ESTABLISDHEO. IN DEVELOPED AREAS WHERE B/C LIMI LIMIT GRASS IS PRESENT BLOCK SOD WILL BE r t REQUIRED. BARED AREAS SHALL BE •. , • •. • . ,• . • WIDTH OF PAVEMENT SEEDED OR SODDED WITHIN 14 CALENDAR DAYS OF LAST DISTURBANCE. ; :. �, • .. , •, ... , •, ... , •; .. g p .APPROVED EROSION CONTROL MEASURES MUST BE INS t _,...,. TALLEO DURING THE ENTIRE TIME THAT EARTH H AS BEEN BARED BY CONSTRUCTION AND SHALL ' STAY IN PLACE UNTIL ACCEPTABLE VEGETATIVE GROWTH IS ESTABLISHED 3'-0" MIN. : AFTER CONSTRUCTION IS COMPLETE AND THEN REMOVED BY CONTRACTOR. SIDEWALK MAY BE : - OPEN CUT OR BORED ALL EROSION CONTROL MEASURES SHOULD BE CLEANED OF SILT AFTER AS DIRECTED BY EVERY RAIN. THE ENGINEER STEEL CASING AS E ESTABLISHMENT OF VEGETATION MAY BE A WARRANTY ITEM. REQUIRED RRIER PIPE - STRUCTURAL NOTE: B ACKFILL AREA 1. FOR MORE INFORMATION ON WATE SEWER LINE CR G SEE CITY STANDARD SPECIFICA OR WATER AND SEWER LINE CONSTRUCTIO 2. STEEL CASING SHALL SPECIFIED IN THE TECHNICAL SPECIFICA DRY BORING PRE ED WET BORING ALLOWED ONLY WHEN APPROVED BY CITY ENGINEER. _ 30-00 METER BOX OR STANDARD T'"10AL CLEAN-OUT BOOT URBAN CI STREET CROSSING NOTES: _ S5 04 1. FURNISH AS SHOWN ON PLANS AND/OR AT EACH MANHOLE WHERE MACHINE BORING SEWER LINE CROSSES OPEN FIELDS TUNNELING BLACK (TUNNELING) -� TEXT 2. SIGNS TO BE CONSTRUCTED FROM SHOULDER AR N i N SHOULDER 20 GA. STEEL BAKED ON ENAMEL RIES 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 51-01, „ 0 WIDTH OF PAVEMENT 5 -0 DIP OR PVC a SHOWN ON THE PLANS. FURNISH BEFORE EXCAVATING MIN. FOR EARTH, SEE SAME NUMBER OF REPLACEMENT BEDDING AND SIGNS AS FOR EACH INSTALLED YELL TRENCH DETAIL OW 4„ ((OMITTING MANHOLE NUMBER BACKGROUND ON MANHOLE SIGN) (NOT A SEPARATE PAY ITEM'00-%' 3'-0" BELOW DITCH FLO MANHOLE CEMENT STABILIZED �` 7.. SAND AS SHOWN NO. 2" CUSHION REQUIRED 2 BLACK PRESSURE N SENSITIVE NUMBERS CARRIER PIPE FOR ROCK, CONCRETE NOTE. EL CASING TO BE ADDED AFTER '. B ASIC SIGN HAS BEEN 1. FOR MORE INFORMATION O 10 � N RAND SEWER LINE CROSSI PAINTED NOT LESS THAN 3" SEE CITY STANDARD SPEC ION FOR WATER AND WHITE SEWER LINE CONSTRU BACKGROUND . STEEL CASING SH E AS SPECIFIED IN THE TECHNICAL SPECIFICATION . S T AND ARD L :.. �...� C EAN •• 3. DRY BORING QUIRED. .. OUT FOR MAIN LINE SEWER WARNING AND MANHOLE _ ICAC RU RAL- STREET CROSSING 445* BEND IDENTIFICATION SIGN 55-01 55-02 S5-05 - NOTE. NOTE: - 1. ALL MATER BE ASTM 03034 SDR26 WI 1: WHERE DOUBLE WYE SERVICE w ELEVATION IS LESS THAN 2'-7" 2, ,ALL SERVICE CONNECTIO F,. BELOW PROPOSED BACK OFCURB, EXTENSIONS ARE TO BE INSTALL O MIN. SLAB ELEV. MUST BE SET TO WITH THE MAIN LINE CONSTRUCTION. - z ALLOW SANITARY SEWER SERVICE. DNC. CURB & GUTTE SIDEWALK SEE NOTE 3 �* w 3. A CLEAN OUT IS REQUIRED AND (TYPICAL) w m 3:1 2. MARK EACH SERVICE END WITH SEE NOTE 5 WILL BE INSTALLED BY THEMETAL "T" POST PAINTED GREEN. CONC. CURB SIDEWALK & GU (TYPICAL) CONTRACTOR AT THE ROW FOR p TIER - „ EACH SERVICE. CLEANOUT SHALL 0 SIDEWALK 3. ALL MATERIAL SHALL BE ASTM 4 PVC EXTENSION D3034 SDR26 W/ GASKETS W/PVC CAP INCLUDE A BRASS PLUG. _ � _ 4: CLEAIdOUTS SHALL BE EXTENDED 4 -�� � 1 � 4. ALL SERVICE CONNECTIONS & O SIDEWALK (SEE NOTE 3 . FEET ABOVE NATURAL GROUND. CLEANOUT � w EXTENSIONS TO BE INSTALLED � 2.0 GAP FITTING SHALL BE PLACED ON TOP. i CLapw WITH THE MAIN LINE CONSTRUCTION. 3.5' MAX. 3.5' MAX. / ///\ ((SEE NOTE 1 PVC WYE WITH W _ i 5. A CLEAN OUT IS REQUIRED AND i AND NOTE 7 PVC CAP w 5. LOT CORNERS SHALL BE MARKED WITH (SEE NOTE 1.) ) (SEE NOTE 3 p w - ALATH UNDER THE SUPERVISION OFA I 1 2'iL WILL BE INSTALLED BY THE PLUMBER I 1 z RPLS UPON COMPLETION OF TER LINE AT THE ROW FOR EACH SERVICE. m J CONSTRUCTION : 1 URY) PVC SEE NOTE 2 ( ) 4' 6. LOT CORNERS SHALL BE MARKED WITH I WATER LINE Z A LATH UNDER THE SUPERVISION OF A (MIN. 4 BURY) sr 1 PVC (SEE NOTE 4 "`' O RPLS UPON COMPLETION OF ) SEE NOTE 3 CONSTRUCTION 1 „{ 2.0' 2' DESIRA 2' PVC 1 7. WHEN SERVICE CONNECTION IS DEEP � O �i 3 CONTRACTOR MUST PLACE A VERTICAL SEE � - 2.0' 2' DESIRABLE w �. ( NOTE 2) PLAN STACK THAT SHALL BROUGHT WITHIN 2.0' 1 vet 3-1/2 FEET BELOW NATURAL GROUND. _ ,_•_* STD. 45° PVC BEND 2' PVC \. (SEE NOTE 4) , W TEE WYE SERV _ G 2.0' .� STD. 45°PVC BEND �� SEE NOTE 5 _ .N W ASTM D3034 SDR26 PIPE (SEWER WYE AND 1/ TYPICAL .STD. PVC COUPLING W/GASKETS @1.0% MIN. 3 PIPE IS NOT TO BE PL SEWER LINE TEE WYE SE a ALLOWABLE ' ACED SERVICE FITTING . (( _ _ .. o HORIZONTALLY / ASTM D3034 SDR26 PIPE SEWER WYE AND � TAPPING AREA L ( N 118 BEND STD. PVC COUPLING W/GASKETS @1.0% MIN. ALLOWABLE O PIPE IS NOT T TAPPING AREA ( �BE PLACED SEWER LINE. ,PLAN r l PROFILE ,6•., HORIZONTALLY)�./ PROFILE O: BOTTOM LIP OF IND O LLE PIPE SHA BELOW CITY OF BRYAN CEN i F MAIN. BOTTOM r l SEWER M LIP OF CONNECTING CITY OF COLLEGE R SERVICE LINE CROSSING GE STATI N PIPE SHAH NOT DIP BELOW O _ CENTERLINE OF MAIN. SEWER SERVICE LINE S6-00 _ _ CROSSING TO BE LOWERED TO FINAL NOTE. 57-00 _ Q R -O -W OR EDGE GRADE AT TIME OF OF EASEMENT _ 1. WHERE DOUBLE PLUMBER'S TIE IN LE WYE SERVICE ELEVATION IS LESS THAN 2'-T• v _ - BELOW PROPOSED BACK OFCURB, •• 1 TO BE LOWERED R O W OR EDGE OF EASEMENT 4 PVC EXTENSION ww MIN. SLAB ELEV. MUST BE w TO FINAL v wH ET TO W/PV - _ _ INAL GRADE ALL C CAP R O W OR EDGE _ CL d. yp OW SANITARY SEWER SERVICE. R O W OR EDGE OF EASEMENT w AT TIME OF (SEE NOTE 3) � OF EASEMENT O _ 0z PLUMBER'S TIE-IN - ww �- z 2.0 w st wt- 2. MARK EACH SERVICE END WITH NO : METAL T' POST PAINTED GREE 1 2 VARIES - z N. �-- VARIES �- r. r. PVC WYE WITH _ 3. ALL MATERIAL S 5 w i ALLOWABLE 7�C7T\ HALL BE ASTM PVC CAP a f TAPPING AREA :: • D3034 SDR26 W! GAS w VARIES ,: r ..:..: •• GASKETS SEE NOTE 3 O 4 .....r . - ( ) I Z �- � 3:5' MAX. 4. ALL SERVICE CONNECTIONS & a (SEE NOTE I EXTENSIONS ARE TO BE INSTALLED AND NOTE 6 SEE NOTE 3 I ) WITH THE MAIN LINE CONSTRUCTION. 3.5 MAX. BENDS TO BRING m SEE NO . ( TE 1.) 1 STACK VERTICAL w 5. A CLEAN OUT IS REQUIRED AND z CITY OF BRYAN TYPICAL 45° SEND) 1-• WILL BE INSTALLED BY THE BLU 1 PVC (SEE NOTE 3) ( N ) PLUMBER � ° PL" . TEE WYE SERVICE O MIN.1 o SL AT THE ROW FOR EACH SERVICE. ( / OPE) h The Cood Life, Tams Style, BOTTOM LIP OF CONNECTING FITTING z v PIPE SHALL NOT DIP BELOW (SEWER TEE) 1 CENTERLINE of MAIN. PVC SEE NOTE w 8. WHEN SERVICE CONNECTION IS DEEP O ° (SEE 2 CONTRACTOR STD. 45 BEND MIN. o V! TOR MUST PLACE A VERTICAL 1 ( 1 /SLOPES STACK THAT SHALL BE BROUGHT WITHIN SEE NOTE 5 w . 3-1/2 FEET BELOW NATURAL GROUND. I- STACK VARIES NOTE: O IN HEIGHT m PLAN 2.0 z u� III - w w I- - 1. ALL MATERIAL SHALL BE ASTM w ' i 03034 SDR26 W G PVC (SEE NOTE 2) PVC (SEE NOTE 3 rn 2.0 p / GASKETS (m N. 1%SLOPE) ° z ( ) (MIN. 1 /o SLOPE) STD. 45 BEND w 2. ALL SERVICE CONNECTIONS & w Lu BENDS TO BRING w �� .^, EXTENSIONS ARE TO BE INSTALLED TEE WYE SERVICE - TEE WYE SERVICE rn STACK VERTICAL y : FITTING SEWER TEE WITH THE MAIN LINE CONSTRUCTION. TYPICAL 45° BEND FITTING (SEWER ( ) TEE WYE SERVICE WYE AND 118 BEND, ALLOWABLE FITTING (SEWER 3. A CLEAN OUT IS REQUIRED AN ROTATE AS NEEDED) TAPPING AREA WYE AND 1/8 BEND) WILL BE INSTALLED BY TH ,e s, CONTRACTORATTHE OR STANDARD CONNECTIONPROFI LE EACH SERVICE. UT SHALL STANDARb CONNECTIONPROFILE DEEP CO IONPROFILE DEEP CONNEGTIONPROFILE INCLUDE A B UG. : URA Y WN B C.L.M. CITY OF BRYAN 4. CLEA SHALL BE EXTENDED 4 A 1�T . 111 V _ F -VE NATURAL GROUND. CLEANOUT FITTING SHALL BE PLACED ON TOP. - DATE: 08-01-12 ' BOTTOM LIP OF CONNECTING SANITARY SEWER SERVICE CON PIPE SHALL NOT DIP BELOW CITY TY OF COLLEGE STATION NECTION CENTERLINE OF MAIN. SCALE : N I S SANITARY SEWER SERVICE CONNECTION APPROVED: W. P. K. FIGURE=j 57-01 SHEET .2 OF I2 j --- - NOTE: GENERAL NOTES: 1. VALVE EXTENSION TO BE USED 1. FINELY DIVIDED EARTH FREE OF (e ONLY WHEN TOP OF GATE VALVE E �. ROCK, LUMPS AND CLODS 6. ALL FITTING SHALL BE MECHANICL JOINTS UNLESS 24" X 24" X 6" EXCEEDING 6 SHALL BE PLACED BY HAND AND _ 28 -DAY CONCRETE IS DEEPER THAN 5 FEET FROM COMPACTED AROUND OTHERWISE DIRECTED. • � THE CAST IRON PIPE TO A DEPTH OF STRENGTH = 2000 psi FINISHED GRADE. 12" OVER THE TOP OF a p THE PIPE BEFORE BACKFILL IS BEGUN 7. HYDRANTS SHALL BE LOCATED NO CLOSER THAN D D WITH #4 BAR AROUND BY ANY MECHANICAL EQUIPMENT. 3 FEET MEASURED FRO 24" X 24" X 6" 2. ALL VALVE OPERATING NUT M THE BACK OF CURB TO THE 28 -DAY CONCRETE -- �' ALL VALVE BOX.FACE OF THE STEAMER _: _ � EXTENSIONS ARE TO BE MAGE 2. ALL CONCRETE BLOCKING SHALL BE - 28 DAY C R ON THE FIRE HYDRANT. ' � I STRENGTH = 2000 psi OF STEEL, SIZED AS NOTED, STRENGTH = 2000 si. CONCRETE D D WITH #4 BAR o _ p 8. IF MAIN VALVE IS WITHIN 50 FEET OF AROUND AND PAINTED WITH TWO 2 FIRE HYDRANT THEN I- O ASSEMBLY VALVE MAY BE OMITTED ON A DE �_•_ _ ALL VALVE BOX. COATS OF METAL PAINT. 3. ALL THRUST BLOCKING SHALL PROVIDE A MINIMUM OF LEAD WITH NO AO END HYDRANT TRAFFIC RATED COPPERHEAD 2 SQUARE FEET OF BEARING AREA OF CONCRETE ON ADDITIONAL CONNECTIONS, D 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. NOZZLE SHALL BE 18 TO 24 INCHES ABOVE NEAREST FI 4. WATER MAINS WILL NOT BE FULLY PRESSURIZED UNTIL GRADE. NAL 4. VALVE BOX LIDS LOCATED ON CONCRETE HAS REACHED 7 DAY STRENGTH.VIEWA -A - VALVES TO ISOLATE FIRE SUPPRESSION LINES FROM PUBLIC 5. ALL PIPE WILL BE LAID SO AS THE ENTIRE BARBELL FISH/ A •-A WATER LINES SHALL BE AMPro WILL HAVE FULL BEARING ON THE FINE GRADED E o.. 468 USA, LL562 LOCKABLE LID. TRENCH BOTTOM. BELL HOLES SHALL BE CUT FOR 1012 11.3 513-51 0.6 EACH BELL AND FIRE HYDRANT. STANDARD FIRE HYDRANT GATE VALVE TRAFFIC RATED COPPERHEAD WATER LINE WIVALVE BOX SNAKEPIT TEST STATION OR APPROVED EQUAL VALVE BOX PER SPECS WITH BOX STANDARD FIRE HYDRANT S REQUIRED + EXTENSION AS NEEDED VALVE BOX PER SPECS. STEAMER NOZZLE CHAINS 1' MIN. 1 77 2" SQUARE Q ARE AWWA NUT EXTENSION WITH A CENTERING A . TO BE REMOVED BY TEE OR TAPPING CONTRACTOR PRIOR TO SLEEVE &VALVE CITY'S ACCEPTANCE OF AS REQUIRED .. 6" COLLAR. TERMINATE 4 TO 5' WORK. As REQUIRED FROM TOP OF BOX. FINISHED GRADE I 6" • "'-BURY _ UNE 2., S QUARE AWWA NUT AS EQ'D-- ES- ANCHOR 90° BEND EXTENSION WITH CENTERING COLLAR. 6" STD. GATE VALVE W/VALVE BOX w TERMINATE F TO 5' TOP OF BOX: y GATE VALE STANDARD WITH SS OLS AN ARD FIRE HYDRANT } AYIYRflIA C900 ggR��OM W/STAIN ESSLVE (SEE NOT 8) 66" D.I.OR C909 PIPE a PRESSURE PIPE STEEL BOLTS MJ ANCHOR + COUPLING a 14 ga. INSULATED COPPER TRACER PVC OR D.I. PIPE CON RETE BLOCKING ( x cs PEA GRAVEL - FILL z WIRE TO 1 FT. ABOVE WEEP HOLE • '••• � O.. ....-: FIRE HYDRANT NT LOCATI THRUSTBLOCK ON REALIGN GN AS NEEDED BLOCK AS DIRECTED. TEE OR TAPPING SLEEVE & VALVE AS REQUIRED MECHANICAL JOINTS � BLOCK USING 12"x12" " x4 MIN. DIMENSION APPROX. WITH SET SCREW PRECAST AST CONCRETE BLOCK EQUAL TO ONE BAG OF RETAINER GLANDS SACKRETE OR MEGA LUGS n 6" X 12" GRADELOK AT GATE LVE & BOX BLOCK AS DIRECTED . OPTIONAL ROM.J. SPLIT GLANDS (ROTATE TO FINAL GRADE STANDARD D ) ARD FIRE W1-00 HYDRANT ASSEMBLY. W1-02 _ 2" SQUARE x 2" HIGH TRAFFIC RATED ac REFER TO TECHNICAL SECTION OPERATING NU T COPPERHEAD 09 0312 FOR TRACER WIRE ��\ SNAKEPIT TEST TA INSTALLATION ATION STATION OR r/ \ APPROVED EQUAL RAFFIC RATED COPPERHEAD SNAKEPIT TES OR _ GROUND LEVEL : APPROVED EQUALATION _ ::. - ::: /:.:., 24"x24"x6" :... VALVE OPERATING NUT 24° CONCRETE PAD ••\"• EXTENSION MAX. (STD.) 5" DIA x 1/8" MIN DETECTOR TAPE THICKNESS STEEL METAL DETECTOR TAPE PLATE wl 90° CUT-OUT 48" I MIN. 1" DIA STEEL ROD TRACING WIRE SQUARE SOCKET COPPER SOLID TRACER WIRE SHALL END 2" DIA INSIDE AT A TEST STATION. 2114" DEPTH (1/8" MIN WALL TWO 3/8" SET SCREWS ON y THICKNESS) EITHER SIDE TO LOCK THE OPERATING NUT. SCREWS TYPICAL UTILITY PIPE TYPIC AL UTILITY PIPE ARE TO BE FLUSH WITH OUTSIDE EDGE OF BOTTOM SOCKET TRACER WIRE MUST BE INSTALLED DEAD ENO DIRECTLY ABOVE THE PIPE. GATE VALVE EXTENSION WI -01 UTILITY PIPE LOCATION MATERIALS W1-03 THRUST BLOCK NOTES: 1. ALL CALCULATIONS ARE BASED ON INTERNAL PRESSURE OF 200 psi FOR 24' AND SMALLER INNER DIAMETER PIPE. 2 ALL BEARING SURFACES OF THRU TEE SCHEDULE ID in HRUS C A VOLU tons ftft E o.. 468 5.1 1.5 2.5 0.3 1012 11.3 513-51 0.6 NOTES: 1. NO SPLICES IN COPPER TUBING WILL BE ALLOWED : STRAIGHT BALL W VALVE WI PLUG * z FOR SINGLE SERVICE OR BETWEEN THE SERVICE (2 FOR DOUBLE SERVICE) .� SADDLE AND THE WYE FOR DOUBLE SERVICE. 1 1/2" BALL VA ~ D ST BLOCKS 2. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR (FOR DOUBLE SERVICE SHALL BE PLACED AGAINST UNDISTURBED TO PRESSURE TEST LINE IMMEDIATELY AFTER THE ONLY EARTH OR ROCK. ) STREET CROSSINGS HAVE BEEN INSTALLED. _ , 3. CONCRETE- 4 MIN.- - - - -�- - FOR BLOCKING SHALL BE 2000 psi. 3. „ IN. MARK EACH SERVICE ENO WITH METAL 'T POST 4. DIMENSIONS MAY BE VARIED AS REQUIRED BY PAINTED BLUE. _ FIELD WHERE AND AS DIRECTED BY THE 4. MATERIAL USED SHALL BE AS SPECIFIED OR A z Ln ENGINEER. THE VOLUME OF CONCRETE N APPROVED EQUAL. UIEW A -A O BLOCKING SHALL NOT BE LESS THAN SHOWN ** HERE. SEE TECHNICAL SECTION 33 12 13 O - 5. ALL CONNECTIONS TO BE COMPRESSION TYPE. FOR MATERIAL REQUIREMENTS DOUBLESERVICE N 5. WATER MAIN SHALL NOT BE PRESSURIZED UNTIL ALL CONCRETE BLOCKING HAS REACHED 1500 psi. 6: ALL SERVICE WYES &EXTENSIONS ARE TO BE > w NOTE: INSTALLED WITH THE MAIN LINE CONSTRUCTION. USE POLYETHYLENE WRAP7. METERS AND VALVE BOXES SHALL BE PLACED HORIZONTAL THRUST BLOCK SCHEDULE EQUAL BETWEEN CONCRETE BY THE CITY UPON PAYMENT OF FEE. CONC. CURB & GUTTER BEND SIZE A B C E G VOLUME (ft) (ft) (ft) (ft) (ft) (o•Y•) 800 6,8" 5.0 1.5 1.5 0.9 2.7 0.4 10,12" 6.5 2.5 1.5 1.2 4.0 1.0 45° 6,8" 2.0 2.0 1.510.9 1.5 0.2 10,12".3.5 2.5 1.5 1.2 2.2 0.5 22.5.-6,8" 11.5 1.5 1.5 0.9 0.8 0.1 10,12" 2.0 2.5 1.5 1.2 1.1 0.3 11.25° 6,8" 1.0 1.5 1.5 0.9 0.4 0.1 10712" 1.5 1.5 1.5 1.2 0.6 0.1 & PLUG TO PREVENT CONCRETE 8, LOT CORNERS SHALL BE MARKED WITH A LATH p FROM STICKING TO PLUG. UNDER THE SUPERVISION F A RPLS UPON / COMPLETION OF CONSTRUCTION. 2„ MIN. -24" MAX. STRAIGHT BALL VALVE --2' MI WITH PLUG (2 FOR DOUBLE SERVICE) i. APPROVED SERVICE SADDLES FOR DUCTILE AND PVC OR TAPPED TEE 4' MIN. A THRUST BLOCK „ DETAILS 1 TYPE K COPPER TUBING (2 FOR DOUBLE SERVICE) 1-1/2" X I" BRASS WYE POUR CONCRETE AGAINST CONCRETE SHALL NOT (1 FOR DOUBLE SERVICE) UNDISTURBED EARTH EXTEND BEYOND JOINTS CORP STOP 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 (FOR DOUBLE SERVICE TRENCH 1 -0 WATER PIPE ONLY) •...:. ? ., � : ..::: '�'• .r.. NEW WATER SERVICE (SHORTANDLONGSIDE .. - W2 01 ..; . - :.,.,:. '��•:•�r:: �.:' . `�•;•- THRUST i m w .:; .:� ,•�'; ,•, .; STRUCTURAL BACKFILL AREA INCLUDES Q O { • • • • ALL PAVED AREAS (SIDEWALKS, STREETS, ALLEYS, DRIVEWAYS,AND PARKING AREAS AND ..,.:: .-:.:...••.•.• .•,.• .• .. ) N SHALL •'" .. EXTEND 5' BEYOND THE CURB LINE. STRUCTURAL " :; ;'• ; BACKFILL SHALL BE CEMENT STABILIZED (SEE i ' * :..,,.. • • 000/ PIPE DETAIL W4-02 - AREASTO BE PAVED OR EXCAVATED , ..,..:':' :.:•:. •:�. JOINT o SOIL COMPACTED TO4 2' 2 98/o MAXIMUM DENS NEAR2' 2' DENSITY AS ENBEL T T o MAX - PER AST D MA 6'8" MAX '' •�,' • •�' • f '' ''" ' M 698 WITHIN OPTIMUM TO +4/o WET OF JOINT (TyP. TYP. MAX 6'8" TYP. 6'8" TYP. MA INNER .: 5; OPTIMUM (SEE DETAIL W4-02 - NON-STRUCTURAL EA. ENO) 1" MAX 1; p\P• AREAS) CLR. C UTE POUR CONCRETE VTC DIA. EARTH AGAINST UNDISTURBED OSP. i f B/C F♦� r l 5, SECTIONX-X PLAN VIEW I ; C 1 r 6„ w JQ,P QED 1u, t CARRIER PIPE STEEL CASING CASING CER -'I � ---�*� ♦ I 1 -PC. PULL ON WATER :::?-' :: u m ♦Q 5 JG ZjS I TIGHT NEOPRENE END A DJUST ABLE TOP RUNNERSSEAL W/ STN. STL. US -OpAVEMENTAREAS TO MAINTAIN I MAX CLR.G CLAMPS APSOR O QWU v „PSI„ 300 wo Qom. t B/CEmm MAX ----STEEL CASING r D CLAMP ' )•• SI EW . TSPRI GLI ENOTE. CASING SPACERS �. I POUR AGAINST r I 8 WIDE BAND STAINLESS 5' 4 -RUNNER MIN. THRU 24' DIA f UNDISTURBED. r ( STEEL (TYPE 304) i { CASING) OR 6 -RUNNER MIN. EARTH (24"-42" DIA. CASING) STAT S RUNNERS AT : N PROVE 4 ENE INSULATION SLEEVE STL. TYPE304; 8" WIDE B BE N PIPE AND BAND BOTTOM 45 N W! POLYMER RUNNER NTERED TEE THRUST BLOCK OR NON -CENTERED AR BELL MIN POLYMER R ER (TYP) RESTRAINED FR OTATION• , . OR ASCO ,� NC., MOD SS18" TYPICAL HORIZONTAL STRUCTURAL BACKFILL AREA A CASING DETAIL THRUST BLOCK W2-00 W2-02 W2-0 E: I . 1. F E INFORMATION ON WATER AND SEWER LINE CROSSING SEE CITY GAT E BOX 1. F E INFORMATION ON WATER AND SEWER LINE CROSSING SEE CITY G HE STAND ECIFICATION FOR WATER AND SEWER LINE CONSTRUCTION STAN ECIFICATION FOR WATER AND SEWER LINE CONSTRUCTION ALVE BOX 2, STEEL CASIN BE AS SPECIFIED IN THE TECHNICAL SPECIFICATIONS. 2. STEEL CASIN BE AS SPECIFIED IN THE TECHNICAL SPECIFICATIONS. 3. DRY BORING PREFER BORING ALLOWED ONLY WHEN APPROVED BY 3. DRY BORING IS REQU THE CITY ENGINEER. 4. PIPE CROSSING A ROADWAY E INSTALLED ABOVE THE MAIN IT TIES INTO 4. PIPE CROSSING A ROADWAY SHA STALLED ABOVE THE MAIN IT TIES INTO WITH A BEND SUCH THAT THE CAR PE CAN BE PULLED ABOVE THE PARALLEL WITH A BEND SUCH THAT THE CARRIE 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" MIN. CASEMEN 2'-0" MIN. WATER LINE OPEN CUT LIMIT OPEN CUT SHO .. ES WATER LINE LIMIT OF PAVE 5,-0„ FPA MIN. MIN. o 3,_0" MIN.Q GATE VALVE SIDEWALK MAY OPEN CUT GATE VALVE - "BELOW DITCH FLOW UNE. ~ DIR ED Y � STEEL CASING THE ENG CARRIER PIPE CARRIER PIP AS REQUIRED E STEEL CASING -/k; v� , TYPICAL URBAN CITY STREET CROSSING TYPICAL RURAL STREET CROSSING 4-0 W4-01:., ® SELECT MATERIAL ORIGINAL GROUND OR rr0ll MATERIAL EXCAVATED FROM THE DITCH ((WHICH IS FREE OF BOTTOM OF SUB -GRADE V ROCKS LUMPS CLOGS OR DEBRIS LARr9ER THAN TWO (2) 4 INCHES NOTES: IN THE LARGES' DIMENSION COMPACTED TO 1. FORBEDD/NGAND TRENCH/NGW/TH/HALL EX/ST/NG MINIMUM OF 90% OF MAXIMUM DENSITY AS DETERMINED BY FORPAVBEDDING REAS SD TRENCHING N WI THIN LL EXISTING ASTM 0698 (STANDARD) AT A MOISTURE CONTENT WITHIN : , „ ,,, (Detai/s ST4-OB, ST4-01, ST4-02J. TH/SNOTEDOES OPTIMUMT +4%OFOPPTIMUM UNDER HON -STRUCTURAL NOTAPPLYTOSTREETS BEING RECONSTRUCTED. AREAS (ie...YARDS, PASTURES, EASEMENTS 2' O AND TO A SELECT MATERIAL MINIMUM OF 98% OF MAXIMUM DENSITY ASETERMINED ::: ••:• ( :.-.'::'•' 2. EVERY 900FEETPROV/DEAWATERSTOPBLOCK ►-� BY ASTM 0698 (STANDARD) AT A MOISTURE CONTENT WITHIN COMPOSED OFCEMENTSAND OR NAT/VEMATER/AL OPTIMUM TO +4% OF OPTIMUM UNDER NEW STREET AREAS SELECT MATERIAL Y C CEMENT STABILIZED D DEPENDING ONEMBEDMENT. BLOCKSHALL BE6FEET AND STREETS TO BE RECONSTRUCTED.. O SAN /NLENGTH. NO BEDDING SAND /N THIS AREA. 8"-12" MAX. "> :. _ ....: 8•,-12" MAX. : ;.:... © MANUALLY CONSOLIDATE ~ ' 3. ALL BEDDING &INSTALLATION OF PVC PIPE SHALL ( B ((MANUALLY CONSOLIDATE © GRANULAR MATERIAL / ';," AT OPTIMUM MOISTURE) @AT OP BE IN ACCORDANCE WITH ANSI/AWWA STANDARDS ,:: MATERIAL SHALL BE BANK RUN RIVER SAND WHICH IS FREE OPTIMUM MOISTURE) FOR PVC PIPE. OF DETRIMENTAL QUANTITIES OF CLAY, DEBRIS, OR ORGANIC 4. ALL BEDDING & INSTALLATION OF DUCTILE IRON PIPE MATERIAL AND WHICH, WHEN TESTED BY STANDARD SHALL BE IN ACCORDANCE WITH ANSI/AWWA C150/A21.50 LABORATORY METHODS, MEET THE FOLLOWING REQUIREMENTS: 4' 4" MAXIMUM LIQUID LIMIT 45 UNDISTURBED SOIL 5. COMPACTION SHALL BE ATTAINED BY MECHANICAL UNDISTURBED SOIL MAXIMUM PLASTICITY INDEX 15 � PIPE � � PI I TAMPING. MAXIMUM PERCENT PASSING /0.200 SIEVE 35 O.D. MINIMUM PERCENT PASSING 3/4" SIEVE 00 O.D. 6. RELATIVE COMPACTION SHALL BE TESTED IN THE X �\ PRESENCE OF THE CITY ENGINEER. • 6" MIN./12" MAX. PLACE METAL DETECTOR THE MATERIAL SHALL BE FREE FLOWING AND WHEN WET SHALL TAPE AT A " � 6" MIN./12" MAX. NOT ADHERE TO FORM A BALL WHEN PRESSED IN THE HAWD. MINIMUM OF 24 7. DUST RESULTING FROM THE CONTRACTOR'S ABOVE TOP OF PIPE PERFORMANCE OF THE WORK, EITHER INSIDE OR AREAS TO BE LED OUTSIDE THE RIGHT-OF-WAY, SHALL BE CONTROLLED © CEMENT STABILIZED SAND NDN -STRUCTURAL BY THE CONTRACTOR. AREAS 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 O R A W N BY: 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 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 _ I _ a SHEET l OF 2 BEND SIZE A B C E G VOLUME (ft) (ft) (ft) (ft) (ft) (o•Y•) 800 6,8" 5.0 1.5 1.5 0.9 2.7 0.4 10,12" 6.5 2.5 1.5 1.2 4.0 1.0 45° 6,8" 2.0 2.0 1.510.9 1.5 0.2 10,12".3.5 2.5 1.5 1.2 2.2 0.5 22.5.-6,8" 11.5 1.5 1.5 0.9 0.8 0.1 10,12" 2.0 2.5 1.5 1.2 1.1 0.3 11.25° 6,8" 1.0 1.5 1.5 0.9 0.4 0.1 10712" 1.5 1.5 1.5 1.2 0.6 0.1 & PLUG TO PREVENT CONCRETE 8, LOT CORNERS SHALL BE MARKED WITH A LATH p FROM STICKING TO PLUG. UNDER THE SUPERVISION F A RPLS UPON / COMPLETION OF CONSTRUCTION. 2„ MIN. -24" MAX. STRAIGHT BALL VALVE --2' MI WITH PLUG (2 FOR DOUBLE SERVICE) i. APPROVED SERVICE SADDLES FOR DUCTILE AND PVC OR TAPPED TEE 4' MIN. A THRUST BLOCK „ DETAILS 1 TYPE K COPPER TUBING (2 FOR DOUBLE SERVICE) 1-1/2" X I" BRASS WYE POUR CONCRETE AGAINST CONCRETE SHALL NOT (1 FOR DOUBLE SERVICE) UNDISTURBED EARTH EXTEND BEYOND JOINTS CORP STOP 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 (FOR DOUBLE SERVICE TRENCH 1 -0 WATER PIPE ONLY) •...:. ? ., � : ..::: '�'• .r.. NEW WATER SERVICE (SHORTANDLONGSIDE .. - W2 01 ..; . - :.,.,:. '��•:•�r:: �.:' . `�•;•- THRUST i m w .:; .:� ,•�'; ,•, .; STRUCTURAL BACKFILL AREA INCLUDES Q O { • • • • ALL PAVED AREAS (SIDEWALKS, STREETS, ALLEYS, DRIVEWAYS,AND PARKING AREAS AND ..,.:: .-:.:...••.•.• .•,.• .• .. ) N SHALL •'" .. EXTEND 5' BEYOND THE CURB LINE. STRUCTURAL " :; ;'• ; BACKFILL SHALL BE CEMENT STABILIZED (SEE i ' * :..,,.. • • 000/ PIPE DETAIL W4-02 - AREASTO BE PAVED OR EXCAVATED , ..,..:':' :.:•:. •:�. JOINT o SOIL COMPACTED TO4 2' 2 98/o MAXIMUM DENS NEAR2' 2' DENSITY AS ENBEL T T o MAX - PER AST D MA 6'8" MAX '' •�,' • •�' • f '' ''" ' M 698 WITHIN OPTIMUM TO +4/o WET OF JOINT (TyP. TYP. MAX 6'8" TYP. 6'8" TYP. MA INNER .: 5; OPTIMUM (SEE DETAIL W4-02 - NON-STRUCTURAL EA. ENO) 1" MAX 1; p\P• AREAS) CLR. C UTE POUR CONCRETE VTC DIA. EARTH AGAINST UNDISTURBED OSP. i f B/C F♦� r l 5, SECTIONX-X PLAN VIEW I ; C 1 r 6„ w JQ,P QED 1u, t CARRIER PIPE STEEL CASING CASING CER -'I � ---�*� ♦ I 1 -PC. PULL ON WATER :::?-' :: u m ♦Q 5 JG ZjS I TIGHT NEOPRENE END A DJUST ABLE TOP RUNNERSSEAL W/ STN. STL. US -OpAVEMENTAREAS TO MAINTAIN I MAX CLR.G CLAMPS APSOR O QWU v „PSI„ 300 wo Qom. t B/CEmm MAX ----STEEL CASING r D CLAMP ' )•• SI EW . TSPRI GLI ENOTE. CASING SPACERS �. I POUR AGAINST r I 8 WIDE BAND STAINLESS 5' 4 -RUNNER MIN. THRU 24' DIA f UNDISTURBED. r ( STEEL (TYPE 304) i { CASING) OR 6 -RUNNER MIN. EARTH (24"-42" DIA. CASING) STAT S RUNNERS AT : N PROVE 4 ENE INSULATION SLEEVE STL. TYPE304; 8" WIDE B BE N PIPE AND BAND BOTTOM 45 N W! POLYMER RUNNER NTERED TEE THRUST BLOCK OR NON -CENTERED AR BELL MIN POLYMER R ER (TYP) RESTRAINED FR OTATION• , . OR ASCO ,� NC., MOD SS18" TYPICAL HORIZONTAL STRUCTURAL BACKFILL AREA A CASING DETAIL THRUST BLOCK W2-00 W2-02 W2-0 E: I . 1. F E INFORMATION ON WATER AND SEWER LINE CROSSING SEE CITY GAT E BOX 1. F E INFORMATION ON WATER AND SEWER LINE CROSSING SEE CITY G HE STAND ECIFICATION FOR WATER AND SEWER LINE CONSTRUCTION STAN ECIFICATION FOR WATER AND SEWER LINE CONSTRUCTION ALVE BOX 2, STEEL CASIN BE AS SPECIFIED IN THE TECHNICAL SPECIFICATIONS. 2. STEEL CASIN BE AS SPECIFIED IN THE TECHNICAL SPECIFICATIONS. 3. DRY BORING PREFER BORING ALLOWED ONLY WHEN APPROVED BY 3. DRY BORING IS REQU THE CITY ENGINEER. 4. PIPE CROSSING A ROADWAY E INSTALLED ABOVE THE MAIN IT TIES INTO 4. PIPE CROSSING A ROADWAY SHA STALLED ABOVE THE MAIN IT TIES INTO WITH A BEND SUCH THAT THE CAR PE CAN BE PULLED ABOVE THE PARALLEL WITH A BEND SUCH THAT THE CARRIE 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" MIN. CASEMEN 2'-0" MIN. WATER LINE OPEN CUT LIMIT OPEN CUT SHO .. ES WATER LINE LIMIT OF PAVE 5,-0„ FPA MIN. MIN. o 3,_0" MIN.Q GATE VALVE SIDEWALK MAY OPEN CUT GATE VALVE - "BELOW DITCH FLOW UNE. ~ DIR ED Y � STEEL CASING THE ENG CARRIER PIPE CARRIER PIP AS REQUIRED E STEEL CASING -/k; v� , TYPICAL URBAN CITY STREET CROSSING TYPICAL RURAL STREET CROSSING 4-0 W4-01:., ® SELECT MATERIAL ORIGINAL GROUND OR rr0ll MATERIAL EXCAVATED FROM THE DITCH ((WHICH IS FREE OF BOTTOM OF SUB -GRADE V ROCKS LUMPS CLOGS OR DEBRIS LARr9ER THAN TWO (2) 4 INCHES NOTES: IN THE LARGES' DIMENSION COMPACTED TO 1. FORBEDD/NGAND TRENCH/NGW/TH/HALL EX/ST/NG MINIMUM OF 90% OF MAXIMUM DENSITY AS DETERMINED BY FORPAVBEDDING REAS SD TRENCHING N WI THIN LL EXISTING ASTM 0698 (STANDARD) AT A MOISTURE CONTENT WITHIN : , „ ,,, (Detai/s ST4-OB, ST4-01, ST4-02J. TH/SNOTEDOES OPTIMUMT +4%OFOPPTIMUM UNDER HON -STRUCTURAL NOTAPPLYTOSTREETS BEING RECONSTRUCTED. AREAS (ie...YARDS, PASTURES, EASEMENTS 2' O AND TO A SELECT MATERIAL MINIMUM OF 98% OF MAXIMUM DENSITY ASETERMINED ::: ••:• ( :.-.'::'•' 2. EVERY 900FEETPROV/DEAWATERSTOPBLOCK ►-� BY ASTM 0698 (STANDARD) AT A MOISTURE CONTENT WITHIN COMPOSED OFCEMENTSAND OR NAT/VEMATER/AL OPTIMUM TO +4% OF OPTIMUM UNDER NEW STREET AREAS SELECT MATERIAL Y C CEMENT STABILIZED D DEPENDING ONEMBEDMENT. BLOCKSHALL BE6FEET AND STREETS TO BE RECONSTRUCTED.. O SAN /NLENGTH. NO BEDDING SAND /N THIS AREA. 8"-12" MAX. "> :. _ ....: 8•,-12" MAX. : ;.:... © MANUALLY CONSOLIDATE ~ ' 3. ALL BEDDING &INSTALLATION OF PVC PIPE SHALL ( B ((MANUALLY CONSOLIDATE © GRANULAR MATERIAL / ';," AT OPTIMUM MOISTURE) @AT OP BE IN ACCORDANCE WITH ANSI/AWWA STANDARDS ,:: MATERIAL SHALL BE BANK RUN RIVER SAND WHICH IS FREE OPTIMUM MOISTURE) FOR PVC PIPE. OF DETRIMENTAL QUANTITIES OF CLAY, DEBRIS, OR ORGANIC 4. ALL BEDDING & INSTALLATION OF DUCTILE IRON PIPE MATERIAL AND WHICH, WHEN TESTED BY STANDARD SHALL BE IN ACCORDANCE WITH ANSI/AWWA C150/A21.50 LABORATORY METHODS, MEET THE FOLLOWING REQUIREMENTS: 4' 4" MAXIMUM LIQUID LIMIT 45 UNDISTURBED SOIL 5. COMPACTION SHALL BE ATTAINED BY MECHANICAL UNDISTURBED SOIL MAXIMUM PLASTICITY INDEX 15 � PIPE � � PI I TAMPING. MAXIMUM PERCENT PASSING /0.200 SIEVE 35 O.D. MINIMUM PERCENT PASSING 3/4" SIEVE 00 O.D. 6. RELATIVE COMPACTION SHALL BE TESTED IN THE X �\ PRESENCE OF THE CITY ENGINEER. • 6" MIN./12" MAX. PLACE METAL DETECTOR THE MATERIAL SHALL BE FREE FLOWING AND WHEN WET SHALL TAPE AT A " � 6" MIN./12" MAX. NOT ADHERE TO FORM A BALL WHEN PRESSED IN THE HAWD. MINIMUM OF 24 7. DUST RESULTING FROM THE CONTRACTOR'S ABOVE TOP OF PIPE PERFORMANCE OF THE WORK, EITHER INSIDE OR AREAS TO BE LED OUTSIDE THE RIGHT-OF-WAY, SHALL BE CONTROLLED © CEMENT STABILIZED SAND NDN -STRUCTURAL BY THE CONTRACTOR. AREAS 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 O R A W N BY: 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 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 _ I _ a SHEET l OF 2 & PLUG TO PREVENT CONCRETE 8, LOT CORNERS SHALL BE MARKED WITH A LATH p FROM STICKING TO PLUG. UNDER THE SUPERVISION F A RPLS UPON / COMPLETION OF CONSTRUCTION. 2„ MIN. -24" MAX. STRAIGHT BALL VALVE --2' MI WITH PLUG (2 FOR DOUBLE SERVICE) i. APPROVED SERVICE SADDLES FOR DUCTILE AND PVC OR TAPPED TEE 4' MIN. A THRUST BLOCK „ DETAILS 1 TYPE K COPPER TUBING (2 FOR DOUBLE SERVICE) 1-1/2" X I" BRASS WYE POUR CONCRETE AGAINST CONCRETE SHALL NOT (1 FOR DOUBLE SERVICE) UNDISTURBED EARTH EXTEND BEYOND JOINTS CORP STOP 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 (FOR DOUBLE SERVICE TRENCH 1 -0 WATER PIPE ONLY) •...:. ? ., � : ..::: '�'• .r.. NEW WATER SERVICE (SHORTANDLONGSIDE .. - W2 01 ..; . - :.,.,:. '��•:•�r:: �.:' . `�•;•- THRUST i m w .:; .:� ,•�'; ,•, .; STRUCTURAL BACKFILL AREA INCLUDES Q O { • • • • ALL PAVED AREAS (SIDEWALKS, STREETS, ALLEYS, DRIVEWAYS,AND PARKING AREAS AND ..,.:: .-:.:...••.•.• .•,.• .• .. ) N SHALL •'" .. EXTEND 5' BEYOND THE CURB LINE. STRUCTURAL " :; ;'• ; BACKFILL SHALL BE CEMENT STABILIZED (SEE i ' * :..,,.. • • 000/ PIPE DETAIL W4-02 - AREASTO BE PAVED OR EXCAVATED , ..,..:':' :.:•:. •:�. JOINT o SOIL COMPACTED TO4 2' 2 98/o MAXIMUM DENS NEAR2' 2' DENSITY AS ENBEL T T o MAX - PER AST D MA 6'8" MAX '' •�,' • •�' • f '' ''" ' M 698 WITHIN OPTIMUM TO +4/o WET OF JOINT (TyP. TYP. MAX 6'8" TYP. 6'8" TYP. MA INNER .: 5; OPTIMUM (SEE DETAIL W4-02 - NON-STRUCTURAL EA. ENO) 1" MAX 1; p\P• AREAS) CLR. C UTE POUR CONCRETE VTC DIA. EARTH AGAINST UNDISTURBED OSP. i f B/C F♦� r l 5, SECTIONX-X PLAN VIEW I ; C 1 r 6„ w JQ,P QED 1u, t CARRIER PIPE STEEL CASING CASING CER -'I � ---�*� ♦ I 1 -PC. PULL ON WATER :::?-' :: u m ♦Q 5 JG ZjS I TIGHT NEOPRENE END A DJUST ABLE TOP RUNNERSSEAL W/ STN. STL. US -OpAVEMENTAREAS TO MAINTAIN I MAX CLR.G CLAMPS APSOR O QWU v „PSI„ 300 wo Qom. t B/CEmm MAX ----STEEL CASING r D CLAMP ' )•• SI EW . TSPRI GLI ENOTE. CASING SPACERS �. I POUR AGAINST r I 8 WIDE BAND STAINLESS 5' 4 -RUNNER MIN. THRU 24' DIA f UNDISTURBED. r ( STEEL (TYPE 304) i { CASING) OR 6 -RUNNER MIN. EARTH (24"-42" DIA. CASING) STAT S RUNNERS AT : N PROVE 4 ENE INSULATION SLEEVE STL. TYPE304; 8" WIDE B BE N PIPE AND BAND BOTTOM 45 N W! POLYMER RUNNER NTERED TEE THRUST BLOCK OR NON -CENTERED AR BELL MIN POLYMER R ER (TYP) RESTRAINED FR OTATION• , . OR ASCO ,� NC., MOD SS18" TYPICAL HORIZONTAL STRUCTURAL BACKFILL AREA A CASING DETAIL THRUST BLOCK W2-00 W2-02 W2-0 E: I . 1. F E INFORMATION ON WATER AND SEWER LINE CROSSING SEE CITY GAT E BOX 1. F E INFORMATION ON WATER AND SEWER LINE CROSSING SEE CITY G HE STAND ECIFICATION FOR WATER AND SEWER LINE CONSTRUCTION STAN ECIFICATION FOR WATER AND SEWER LINE CONSTRUCTION ALVE BOX 2, STEEL CASIN BE AS SPECIFIED IN THE TECHNICAL SPECIFICATIONS. 2. STEEL CASIN BE AS SPECIFIED IN THE TECHNICAL SPECIFICATIONS. 3. DRY BORING PREFER BORING ALLOWED ONLY WHEN APPROVED BY 3. DRY BORING IS REQU THE CITY ENGINEER. 4. PIPE CROSSING A ROADWAY E INSTALLED ABOVE THE MAIN IT TIES INTO 4. PIPE CROSSING A ROADWAY SHA STALLED ABOVE THE MAIN IT TIES INTO WITH A BEND SUCH THAT THE CAR PE CAN BE PULLED ABOVE THE PARALLEL WITH A BEND SUCH THAT THE CARRIE 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" MIN. CASEMEN 2'-0" MIN. WATER LINE OPEN CUT LIMIT OPEN CUT SHO .. ES WATER LINE LIMIT OF PAVE 5,-0„ FPA MIN. MIN. o 3,_0" MIN.Q GATE VALVE SIDEWALK MAY OPEN CUT GATE VALVE - "BELOW DITCH FLOW UNE. ~ DIR ED Y � STEEL CASING THE ENG CARRIER PIPE CARRIER PIP AS REQUIRED E STEEL CASING -/k; v� , TYPICAL URBAN CITY STREET CROSSING TYPICAL RURAL STREET CROSSING 4-0 W4-01:., ® SELECT MATERIAL ORIGINAL GROUND OR rr0ll MATERIAL EXCAVATED FROM THE DITCH ((WHICH IS FREE OF BOTTOM OF SUB -GRADE V ROCKS LUMPS CLOGS OR DEBRIS LARr9ER THAN TWO (2) 4 INCHES NOTES: IN THE LARGES' DIMENSION COMPACTED TO 1. FORBEDD/NGAND TRENCH/NGW/TH/HALL EX/ST/NG MINIMUM OF 90% OF MAXIMUM DENSITY AS DETERMINED BY FORPAVBEDDING REAS SD TRENCHING N WI THIN LL EXISTING ASTM 0698 (STANDARD) AT A MOISTURE CONTENT WITHIN : , „ ,,, (Detai/s ST4-OB, ST4-01, ST4-02J. TH/SNOTEDOES OPTIMUMT +4%OFOPPTIMUM UNDER HON -STRUCTURAL NOTAPPLYTOSTREETS BEING RECONSTRUCTED. AREAS (ie...YARDS, PASTURES, EASEMENTS 2' O AND TO A SELECT MATERIAL MINIMUM OF 98% OF MAXIMUM DENSITY ASETERMINED ::: ••:• ( :.-.'::'•' 2. EVERY 900FEETPROV/DEAWATERSTOPBLOCK ►-� BY ASTM 0698 (STANDARD) AT A MOISTURE CONTENT WITHIN COMPOSED OFCEMENTSAND OR NAT/VEMATER/AL OPTIMUM TO +4% OF OPTIMUM UNDER NEW STREET AREAS SELECT MATERIAL Y C CEMENT STABILIZED D DEPENDING ONEMBEDMENT. BLOCKSHALL BE6FEET AND STREETS TO BE RECONSTRUCTED.. O SAN /NLENGTH. NO BEDDING SAND /N THIS AREA. 8"-12" MAX. "> :. _ ....: 8•,-12" MAX. : ;.:... © MANUALLY CONSOLIDATE ~ ' 3. ALL BEDDING &INSTALLATION OF PVC PIPE SHALL ( B ((MANUALLY CONSOLIDATE © GRANULAR MATERIAL / ';," AT OPTIMUM MOISTURE) @AT OP BE IN ACCORDANCE WITH ANSI/AWWA STANDARDS ,:: MATERIAL SHALL BE BANK RUN RIVER SAND WHICH IS FREE OPTIMUM MOISTURE) FOR PVC PIPE. OF DETRIMENTAL QUANTITIES OF CLAY, DEBRIS, OR ORGANIC 4. ALL BEDDING & INSTALLATION OF DUCTILE IRON PIPE MATERIAL AND WHICH, WHEN TESTED BY STANDARD SHALL BE IN ACCORDANCE WITH ANSI/AWWA C150/A21.50 LABORATORY METHODS, MEET THE FOLLOWING REQUIREMENTS: 4' 4" MAXIMUM LIQUID LIMIT 45 UNDISTURBED SOIL 5. COMPACTION SHALL BE ATTAINED BY MECHANICAL UNDISTURBED SOIL MAXIMUM PLASTICITY INDEX 15 � PIPE � � PI I TAMPING. MAXIMUM PERCENT PASSING /0.200 SIEVE 35 O.D. MINIMUM PERCENT PASSING 3/4" SIEVE 00 O.D. 6. RELATIVE COMPACTION SHALL BE TESTED IN THE X �\ PRESENCE OF THE CITY ENGINEER. • 6" MIN./12" MAX. PLACE METAL DETECTOR THE MATERIAL SHALL BE FREE FLOWING AND WHEN WET SHALL TAPE AT A " � 6" MIN./12" MAX. NOT ADHERE TO FORM A BALL WHEN PRESSED IN THE HAWD. MINIMUM OF 24 7. DUST RESULTING FROM THE CONTRACTOR'S ABOVE TOP OF PIPE PERFORMANCE OF THE WORK, EITHER INSIDE OR AREAS TO BE LED OUTSIDE THE RIGHT-OF-WAY, SHALL BE CONTROLLED © CEMENT STABILIZED SAND NDN -STRUCTURAL BY THE CONTRACTOR. AREAS 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 O R A W N BY: 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 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 _ I _ a SHEET l OF 2 METER NUT SIZE FORD 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 C38-44-8-5 1-112" Meter Nipple C38-66-2-875 1-112" Meter Bushing BBIM-66 2" Meter Nipple C38-77 2" Meter Bushing BBIM-77 METER NUT SIZE FORD PART INO.I. 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 C38-44.8-5 1-1/2" Meter Nipple C38-66-2-875 1-1/2" Meter Bushing BEIM-66 2" Meter Nipple C38-77 2" Meter Bushing BBIM-77 i .FIGURE: Mnn n I . ... NORMAL TRAVERSE SLOPE 3., EXTENSION 6„ TYP. O.D.+1..0.. MIN. 5r_0,, 6' TYP. - •• y THICKNESS AS DESIGNATED 10'-0' — — — — `° �` � I � O❑❑❑❑❑ F ORAS DESIGNATED ON PLANS 13' RADIUS I 6,� ❑❑❑❑❑❑ DEPRESSED THICKNESS AS DESIGNATED ON PLANS V. ,� • EXTENSION 6„ TYP. A •• y . • � 10'-0' — — — — `° �` � I � O❑❑❑❑❑ F ORAS DESIGNATED ON PLANS 13' RADIUS I 6,� ❑❑❑❑❑❑ DEPRESSED ,— _. _ — — - - - - ,� - - - - a i - - _ ❑❑❑❑❑❑ I - GUTTER SLOPE .• _16—/ - - - ": 6 / //i/ /� j�Z/2' i�/��// / . f �/ J 2,_0,r ._ ,r 28-D MIN. 2 6 AY CONCRETE 6 �'/�, / 4Q�� SQUARE STRENGTH = 3000 psi THI�OATDETAIL WARP PAVEMENT SURFACE TO THROAT OF INLET SEE D4-01 EE 01-05. 7 _ PLAN #4 BARS, S2DE WALLS 6" TOP SLAB PLAN VIEW CURB LINE WHEN 28 -DAY CONCRETE STRENGTH = 3000 psi O.C.E.W. " OR LARGER -18" APART p CONCRETE RECESSED INLET GUER TT - ,r 6 HEIGHT .� #4 BARS 6" O.C.E.W. .L• •,- �_'x BARS, 6" O.C.E. , A TOP OF CURB TOP SLAB Ar — — — STD. CAST IRON MANHOLE COVER AND FRAME TOP SLAB #4 BARS O.C.E.W. SIDE WALLS 6" TOP SLAB —lt .I, 6" "1'-3'• OL J DRRIiVER&O A 3'-6" f 1'-5 2„ fI 6"TYP. i SIDE WALLS — — - #4 BARS 12" O.G.E.W. `rL•.: • �• i� � �I E I1 NORMAL GUTTER UNE O.D. _ - +6"MIN. -- r. • r :. : ' _: - .. a-. SIDEWALLS &BOTTOM ±��._�• EXTENSION � :..:.I7J . •. -., 7 DEPRESSED GUTTER LINE _ �•_•:_-i T- 6 SLAB 8" TYP. 8" BOTTOM—�— 1E 6" SIDE WALLS ' I : INVERT SHAPING A SLAB, " —_ - CONCRETE FILL �� #4 BARS 12 O.C.E.W. #4 B ARS 8 O.C.E.W. BOTTOM SLAB ECT SECTIDNB B FT,FVATION SIDEWALLS & BOTTOM SLAB (SEE (SEE NOTES 1 & 2) SECTIONA A (SEE NOTES 1 & 2) i SIS SLE RECESSED CURB INLET & CURB INLET MEXTENSION SINGLE GRATE INLET 3/4" FLAT FACED GOTHIC ,, r, L „ 3 iYitN. EACH SIDE �-6 SIDE 8 BOTTOM _ DI -01 : •' • _ '.'• • ; : • '': - : :: ' - - - - • : MIN. 3 -}- VARIES SLAB SEE NOTE (2} PLACES 28 -DAY CONCRETE _ H E /3 WH WITH GRANULAR H=,4 O E MATERIAL 12"X12" GALV. HWD. GRATE SHALL BE BICYCLE PROOF. EDE P T A „ " 314" 3/16 7/16 Ir STRENGTH - 3000 psi ♦Q� G�♦O A A E:L-O! A I + LINE S RIAN GRATES SHALL BE- - - - INSTALLED _ _ _ - - - - - 2" IN SIDEWALK AREA. ' � 21' / A - - - - '- VIEWA A 4-#4 BAR ' p ' I I 28 -DAY CO ETE DIAGONAL _ • °DODO U�U U 0 - - STRENGT 3000 psi 2) 3/4" DIA HOLES MR RE -ROD O.D.+6" ON PLANS - I MIN. 3' STD. CAST IRON MANHOLE COVER AND FRAME PLAN ORAS DESIGNATED ON PLANS BARS @ 18" O.C.E.W. SQUARE (30 DIA.) - A (2) 314" �- CROSS SECTION -��� 6" TOP SLAB PIAN MI UM DISTANCE BETWEEN O.D. + 6" MIN. TWO PIPES IS" TO 36" -12" APART 1/2" FLAT FACED GOTHIC W/APPROPRIATE CITY TITLE #4 BARS, S2DE WALLS 6" TOP SLAB O.C.E.W. " OR LARGER -18" APART p CITY OF BRYAN DONT - ,r 6 HEIGHT .� #4 BARS, 12" O.C.E.W. I OP SLAB f1 OL J DRRIiVER&O A VARIES cn SIDE WALLS O.D.+ 6" MIN. NO8URA OTE: 1 .l WEEP HOLE MIN. 18" TOE WALL TO BE CONSTRUCTED �� MATCH ILEL 113 HEIGHT 6" HEIGHT 11� �'! VARIES Hi i LARGE MOUTH BASS LOG . 8" BOTTOM WALLS MATCH fLELEV. WEEP LE cn I + „ O.D. 6 E 6" TOP 3/4" FLAT FACED GOTHIC ,, r, L „ 3 iYitN. EACH SIDE �-6 SIDE 8 BOTTOM _ w : •' • _ '.'• • ; : • '': - : :: ' - - - - • : MIN. 3 -}- VARIES SLAB SEE NOTE (2} PLACES WALLS SLAB H E /3 WH WITH GRANULAR H=,4 O E MATERIAL 12"X12" GALV. HWD. •' ' #4 BARS �L'Ci'IONA A - #4 BARS, 8" O.C.E.W. BOTTOM SLAB 6" SIDE WALLS #4 BARS, 8" O.C.E.W. 8"BOTTOM T T T T T 12" O.C.E.W. SIDEWALLS* - -' A CITY OF COLLEGE STATION - ooNv POLLUTE J� DRAINSTO A (SEE NOTES 1 & 2) : ON PLANS N 6 BO TTOM SLAB SLAB 6" SIDE WALLS NO BASURA RIVERS WEEP HO ETAIL 28 -DAY CONCRETE STRENGTH = 3000 psi NOTE: MIN. 18" TOE WALL TO BE CONS CTED (SEE NOTES 1 & 2 AT BEGINNING & END OF CON E #4 BARS 8' C.E.W. SECTIONA A BOTTOMS 1/2" FLAT FACED GOTHIC STORM, T SVdE L' R IN STREETS 28 -DAY SECTIONA A (SEE NOTES 2) W/APPROPRIATE CITY TITLE JUNCTION JUNCTION BOX CO = NCRETE STRENGTH psi si OUBLE BARREL BASS LOGO 2"0 D GRATE IN LET - D 1-02 D 1-03 INLET I DI -01, PLATE D1-05 5 E � ON PLANS - I ORAS DESIGNATED ON PLANS BARS @ 18" O.C.E.W. �- #3 BARS @ 18" O.C.E.W. baa .l ORAS 0 NATEO ON PLANS - ,r 6 HEIGHT .� .. VARIES cn OTE: 1 .l WEEP HOLE MIN. 18" TOE WALL TO BE CONSTRUCTED �� MATCH ILEL 113 HEIGHT 6" HEIGHT 11� �'! VARIES z CD AT BEGINNING & ENO CONCRETE DITCH CHANNEL &RIP -R -RAP SECTIONS. ' "'•' rr .- MATCH fLELEV. WEEP LE cn -' 113 HT 5, 5• 5• 2"0 VA 12"X12" GALV. HWD. CLOTH 1/4" MESH w H E /3 WH WITH GRANULAR H=,4 O E MATERIAL 12"X12" GALV. HWD. .— -- 18" TO 36" AS CLOTH 114" ME SH DESIGNATED WIT GALNULAR i : ON PLANS N 6 WEEP HO ETAIL 28 -DAY CONCRETE STRENGTH = 3000 psi NOTE: MIN. 18" TOE WALL TO BE CONS CTED AT BEGINNING & END OF CON E DITCH CHANNEL & RIP -RAP TIONS. CONCRETE CHANNEL LINING 2"0 D H/3 WHEN H=4' OR MORE MINIMUM WIDTH DRAINAGE EASEMENT -- i IN. -DA —� 28Y CO ETE - STRENGTH = 3 psi PHOLEDETAIL 1' MIN. CONCRETE CRETE RIP -RAP D - 2 01 MAXIMUM SLOPE 4' MIN. THICKNESS AS DESIGNATED HANDRAIL TYPIC NED CHANNEL ION _ON PLANS CK SOD OR ENKAMAT W/HYDRO-MULCH „ SIDE -�e\ S D A. RD CHANNEL SECT E5 OR AS DESIGNATED PF,\ � -„ ON PLANS G��J �.� D2-0 HEIGHT 11/ VARIES #3 BARS @ 12 O.C.E.W. MATCH ILELEV. ,!'! 1� .• 28 -DAY CONCRETE STRENGTH = 3000 psi ,'. �..., r •'4r . ., .� NOTE: �' rir OE DOWN ' "• • A. �, : ' `� � > SO AT FLUME ENDS) ;,; :.- „' '.. ; ': 18 TO 36 AS . 18" TOE WALL TO BE CONSTR DESIGNATED ON PLANS AT BEGINNING & ENO OF CONCR 6" DITCH LINING & RIP -RAP SECTIONS. i 6 CRETE SIDE SLOPE PROTECTION - 2'.0" D2- 4'-0" 28 -DAY CONCRET ENGTH = 3000 psi - S DARD FLUME SECTIO I EXPANSION JOINTS AT 60' O.C. D2- _ I _ I I 12" m BARS F -BARSE Srr iv EL V AS SHOWN BAR W BAR ws E GENERAL NOTES: _ ON THE PLANS D BARS Vi-Vx 33-1/4' DIA y r��--��� BARS C BARS D2-Dx 1. BASE THICKNESS AND FOUNDATION SHALL BE AS FOLLOWS y OOLLEGF BARS Di-Dx BARS VII f F I ,5p CONFORMS TO co - O -- - S� 32-3116" DIA MEASURED FROM FLOWLINE - THICKNESS -- Z (2) PICKBARS ..... _.,.. — .... ,� - 6 BARS Vi-Vx BA INLET DEPTH FT. BASE q s "• :..,... I '� 2:1 SLOPE M ( ) 9 04 Diameter O 0 BARS S BAR S BAR �O ASUR FRO - -_ [rN /4 DIA 1 9/16„Diameter : _ _ _ _ _ = T ETTE LETTERING - - 2" J- J -- y EOPRENE GASKET 4-112" I D - of Pipe `4 - c, co 0.12 - - - - - - - - - 8" LETTERING STYLE: ® 8., I (D) :- r 4„ Min: 12 AND OVER- - - - - - - -12" BOOKMAN OLD STYLE 7116' RECESSED FLUSH _ 1-112" LETTERING :r. 0 BARS GBARS BARS Bi-Bx BARS G BARSE LETTERING STYLE: B 30" DIA X5/16" . • 6" BARBS 6" 1 . 2. DEPTHS GREATER THAN 12' WILL REQUIRE 2 MATS OF BOOKMAN OLD STYLE 2-9116" � - REINFORCING STEEL IN THE BASE. 6" (TYP•) Q sT - �Q RECESSED FLUSH III --------33 15/16 DIA av FRONT DATION BARS A VIDE A 72" FOOTING AS SHOWN .. covRE FOR UIRED O MAINTAIN AI Te FO" MIN. 3. ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER ORM S E ORM S 0� 40-314" DIA #3 "U" BARS 9 FOOTING SHALL BE ADDED TO TOTAL HAVE BEEN BARED BY CONSTRUCTION SHALL BE ADEQUATELY 1 PER BLOCK DQUANTITIES SHOWN. BLOCK SODDED OR HYDROMULCHED AND WATERED UNTIL PLAN VIE` W 12" MIN. GROWTH IS ESTABLISHED. IN DEVELOPED AREAS WHERE GRASS FRAMESECTIDN D/2 IS PRESENT, BLOCK SOD W 3 s„ MIN SIDEELEVATION ILL BE REQUIRED DISSIPA TOR BLOCKLOCATION 2' MAXi I 4. APPROVED EROSION CONTROL MEASURES MUST BE INSTALLED MACHINED SURFACE I I I 28 -DAY CONCRETE 6„ DURING THE ENTIRE TIME THAT EARTH HAS BEEN BARED BY 9 STRENGTH - 3000 s CONSTRUCTION AND SHALL STAY 1N PLACE UNTIL ACCEPTABLE DISSIPATOR p VEGETATIVE GROWTH IS ESTABLISHED AFTER CONSTRUCTION IS • 717X-•-- 3-13/16 RS F BARS V COMPLETE AND THEN REMOVED BY CONTRACTOR. 32 DIA BLOCK Co I I I 5/8” _ " ., ;? PROVIDE RIP -RAP ROCK (MIN. 20LB PIECES) �V RSC �— -� 1 112 W BARBS v-, uxs • 2-7/16" W Di 718" BARSE p CONSTRUCTION T U' rccmrr B RSB W 6" B p, _ a� JOINT 2-718" .. .. C14 i ARS AI -Ax . _ R 1-314 1 DIA X 4 LG F BAR Ox co H.R.S. ROD +rLI o ARS e A e I A 3o BARS Ai -Ax u u COVER SECTION" ---- --- o I EI --------- �vx_ PICKBARDETAIL s 12" I 1�" SE T f C IONA A p 1 „ 'Y BARS G '-6" ---- sn APRON SLOPE TO O NOTE: BOTTOM VIEW O MATCH RECEIVING PROVIDE RIP -RAP ROCK PLAN VIEW STORM SEWER LIDS TO BE FLOWLINE SLOPE (MIN. 20LB. PIECES) OF COVER 6 LLI y o USED FOR PUBLIC STORM f 30 SEWER SYSTEMS ONLY. VARIES y .. DISSIPA BLOCKS TO BE ►-� STANDARD MANN 24"` #4 BARS 12" O.C.E.W. 6 INSTA AS SHOWN IN NOT TO BE USED ON PRIVATE OLE RING AND COVE E R &TOE WALLS,BOTTOM SLAB, c DET 3-00 STORM SEWER SYSTEMS. GENERAL NOTES: FLn SECTIONA A 00000 32 DIA. DUCTLLEIRON V-1432--3 ALL EXPOSED CORNERS SHALL HAMFERED 3/4". _ PLAN REINFORCING STEEL SHALL B ACED WITH THE 0 O O OO O D4-00 CENTER OF THE OUTSIDE LA OF BARS 2" FROM 28 -DAY CONCRETE STRENGTH = 3000 si MINIMUM DISTANCE BETWEEN THE SURFACE 0 THE CO TE. TOTAL QUANTITIES ' p TWO PIPES INCLUDE ONE 20 DIAMET P FOR ALL BARS OVER 6'-0" IN LENGTH. 25-3/8" DIA 18" TO 36" -12" APART - (2 1" HOLES „ „ - - .. " PON NOflNB - : - PDN NAflNe - " ) „ w,F Pa M,DE 241/4 DIA 180 APART _ 1 LETTERING N „ 48 OR LARGER -18 APART O F OLLEG a RECESSED FLUSH •1 8 G F 1 LETTERING „ REINF ( ) q RY �`' F S 22-1/8 DIA ORCIN EEL FOR ONE HEADWALL ♦ - 9 O (RECESSED FLUSH) 2rr G -- -- -_ 1-1/4 BARS Ai Ax ARSB BARS BI-Bx BARS C BARS Di-Dx BARSE BARS F BARS G BARS S BARS Vi -V ARS W -- -- 2 > - O W -#3@18 -i #3@18"t #4012 t #3@12"t #5 #4 #3 #4 #4@12"t #5 _ _ „ V ...... ...•_ y 5 O TYPICAL CONCRETE HEADWALL ; 25-7/8" END WALL WITH CONCRETE HEADW 1"LETTERING jj' (� ALL FOR G PIPES - LETTERING STYLE: TH WINGS - 31-7/6" D3 -OO . BOOKMAN OLD STYLE D3- (RECESSED FLUSH) --ORIGINAL GROUND OR O .11 R E 1/2 LETTERS R 0 STRUCTURAL M S M S A BACKFILL AREA INCLUDES BOTTOM OF SUB -GRADE ALL PAVED AREAS `(SIDEWALKS, STREETS, SELECT MATERIAL ALLEYS DRIVEWAYS AND PA v� °:. •an, o.c:oa., , RKINGAREAS)_ : ,. a .. ;•• ., 1 LETTERING FRANiESECTION CITY OF BRYAN AND SHALL EXTEND 5' BEYOND THE CURB MATERIAL EXCAVATED FROM THE DITCH, WHICH IS FREE OF G� ROCKS LUMPS CLODS O DEB .,•;... (RECESSED F ) LINE. STRUCTURALBACKFILL SHALL BE BIC 5 R RIS LARGER THAN TWO (2) ; , , P INCHES IN THE LAR E D p.o... The Good Lrfe, Texas So le. CEMENT STABILIZED OPTION N0.2 IN W4-02 GST DIME COMPACTED TO ,. .-. , ;-: ; ( ' COVER FACE COVER FACE OR EXCAVATED SOIL COMPACTED o �p. MINIMUM OF 90% OF MAXIMUM OENSI;IY AS DETERMINED BY 2 MIN. COMPACTED CEMENT STABILIZED : TO 969 vC- ASTM 0698 (STANDARD) ' . SAND 1-112 SACKICY (PU R) AT A MOISTURE CONTENT WITHIN , .... GMILL MAXIMUM DRY DENSITY AS PER ASTM 0698 �J Q" ( o .. , D Q OPTIMUM TO +4/o OF OPTIMUM - % ONLY . SPADE BY LIFTS INTO - - - - 2_ WITHIN OPTIMUM TO +4o WET OF OPTIMUM .: G � I UM UNDER NON STRUCTURAL PIPE O. • � - 114 J �r AREAS ie...YARDS, PASTURES EASEMENTS AND T PLACE, TO FILL ALL VOIDS AROUND (OPTION N0.1 IN W4 02) Q. P t r O A �:... . Q� ( o $ MINIMUM OF 98/o O PIPE. MANUALLY CONSOLIDATE F MAXIMUM DENSITY AS DETERMINED -. �°: LIDATE AT � 1-3/8 6 - ( MACHINED BEARING SURFACE G i BY ASTM 0698 (STANDARD) AT A MOISTURE CONTENT WITHIN 4"MIN. OPTIMUM MOISTURE. OPTIMUM TO +4/o OF OPTIMUM UNDER NEW STREET AREAS ( � (• � 4 ° UN BER PIPE ...,:.: .... _ 24 ♦ J PAVEMENT AREAS . AND STREETS TO BE RECONSTRUCTED. ELL) ONSTRUCTED. E RE B 1'r THE TRENCH BOTTOM SHALL BE 2-1/4" 2„ 3/4" „ ♦ �� PIP 9/16 O.D• GRADED SO AS TO PROVIDE B/C UNIFORM CONTINOUSE SUPPORT .. FOR E • PE MUST DESIGN TRENCH DETAIL R THE PIP BARREL BETWEEN 1342-A: :; • . 8"MIN/12" ma�.zD . ..: • i .: •... .SIDEWALK. SITE SPECIFIC FOR HDPE PIPE. . MAX.. BELL HOLES 1-114 HDPE PIPE IS NOT TO BE CO VER SECTION USED UNDER PUBLIC STREET : PICKHOLEDETAIL 1 PAVEMENT BRAWN BY: C. L. M. . CEMENT STABILIZED SAND AS STR A MINIMUM WILL ALWAYS BE BEDDING AND TRENCH FOR REI DATE' 08-01-12 STRUCTURAL BACKFILL AREA . REQUIRED. REINFORCED NOTE: STORM SEWER LIDS T E SCALE: N T S USED FOR PUBLIC RM CONCRETE PIPE AND BOX CULVERTS T .SEWER SYSTEMS Y. BOTroM VIEW STANDARD MANHOLE RING AND COVER NOT TO BE USE N PRIVATE APPROVED DJ -O2 D9 -O9 STORM SEWE STEMS. OF COVER W. P. K. CROSS SLOPE NOTES: 2% MIN. 1. SIDEWALK PLACEMENT SHALL BE IN ACCORDANCE WITH BICS UNIFIED DESIGN GUIDELINES. CROSS SLOPE 2. FINISH: LIGHT BROOM FINISH. JOINTS TO BE TOOLED 1" DEEP AT AN INTERVAL EQUAL TO THE SIDEWALK WIDTH. EXPANSION JOINTS SIDEWALK @ 40 O.C.,CONTRACTION JOINTS @ 4 O.C. CROSS SLOPE oMAX.,1% MIN. J 2% to 4 /0 2/° M � 3. DOWEL IN AND TIE TO ANY CONCRETE STRUCTURE ADJACENT TO SIDEWALK DRIVEWAY INLET B JUNCTION BO '�' WITH #3 x 12" BARS @ 12" O.C. OR #4 x 12" BARS 18" O.C. - ( T OX, CURB, JUN X, ETC.) z @ PA VEMENT CURB ° . 4. COMPACTION: COMPACTED SUBGRADE MATERIAL COMPACTED TO A DENSITY AT LEAST 98% OF MAXIMUM DRY DENSITY AS . DETERMINED BY PROCTOR COMPACTION TEST ASTM 0698 (STANDARD) AND SHALL BE 0-4% WET OF THE OPTIMUM MOISTURE CONTENT 5. A MINIMUM CLEAR PEDESTRIAN WIDTH AS DEFINED BY TAS AND ADA SHALL BE PROVIDED FOR ENTIRE LENGTH OF SIDEWALK. � 118' TYP.. - . SEAL WITH EXPANSION . NOTE: JOINT MATERIAL SMOOTH DOWEL BAR THIS DOES NOT TAKE INTO ACCOUNT DRAINAGE 1/2 0 X 18" 12" O.C. p REQUIREMENTS - BERMS MAY BE REQUIRED: 1/4" R (COATED WITH HEAVY I 11 OUTSIDE OF THE SIDEWALK. 314" �BREASE , a ) 3'-0,. MIN. _I 5'-0" VARIES-� . a * ,. . 4 ° 7,...7 - 2 0 MAX.M . , q • 4 % .. l o 41 � o , > S' W �. a 4 , .n �1� • dew ertY + * RECYCLED MATERIAL,1I2" . t x di of :• ,nal • . k ane THICK AS MANUFACTURED SEE NOTE 4 * SIo - 4 BY J.O. RUSSELL CO.OR . 3" LONG METAL OR PLASTIC CAP INSIDE lk * * � , !.' •. e 'b w APPROVED EQUAL DIAMETER TO BE 1/16" GREATER"THANI � 1 7 9s f ..y. DIAMETER OF DOWEL BAR. CAP MUST #3 BARS 2"ah @ 1 ....28 -DAY CONCRETE dj � .. BE LONG ENOUGH TO COVER 2"OF t St ` ;.n -, o < DOWEL AND HAVE STOP SO END OF #4 BARS @ 18" O.C.E.W. STRENGTH = 3000 PSI Beet CAP IS 1" FROM END OF BAR. (4 THICK MIN.) y SEE FINISH NOTE '"' PER R p ALONGLSTREETS- . - SIDEWALK EXPANSION LOCAL . EWA LK SLOPE REQUIREMENTS & N Q CONSTRUCTION DINT SW1-00 J e 4"x4"x3/16" STRUCTURAL STEEL TUBING 3'4" MIN. . SAWED O 6 -0 V . 8' O.0 . MAXIMUM 8' O.C. MAXIMUM 12" O.C. R FORMED, 1/8"T0 3/16 SEAL WITH EXPANSION JOINT MATERIAL, MIN. F 2%MAX. 11 I 5.. 3/8" R _ i 1. EE E S NOT 4 _ � . 50" - 4., III _T I I ,Illib. k, � tio I . #3 BARS @ 12" .E.W. 0 28 -DAY CONCRETE #4 BARS @ .C.E.W. STRENGTH = 3000 PSI 4" THICK MIN.)) 6" O.C. FINISH NOTE 4x2x3116" STRUCTURAL STEEL TUBING SIDEWALK CONTRACTION JOINT 4"x4"x3/16" STRUCTURAL t1' x ' TRUCTURAL STEEL TUBING STEEL TUBING G MINOR COi ,i ,F ORS . SEE CONNECTI IL SWEEP SAND - MIN 8" INTO ALL JOINTS MAX 24 AND LARGER 4 CONC. . "'�� I F/ SIDE . 6.. • •...- 3-11 112'.DIA. BOLT A • V ' AL PEDESTRIANI'll „ .•. . , • , 4" "-s , s 4 . CONNECTION � , � . 1. ' • a 7.5 GUARDRAIL . - q ACCEPTABLE a ., b'. p , ' • o v . � c o - TRAFFIC RATED 8'-0" VAR V• . V . w ••o' - a PAVER MATERIAL Ism 01 I 6.. 2% MAX. GENE RAL NOTES: 1" MA . D LAYING COURSE .. SEE E NOT 4 ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER HAVE BEEN BARED BY CONSTRUCTION SEE NOTE TE 3 SHALL BE ADEQUATELY BLOCK SODDED Q DOE ORE GRASS IS FRES AND WATERED UNTIL GROWTH IS TRAFFIC RATED 28 -DAY CONCRETE ESTABLISHED. IN DEVELOPED AREAS WHERE GRASS IS PRESENT, BLOCK SOU WILL BE REQUIRED PAVER MATERIAL #3 BARS STRENGTH = 3000 PSI .BARED AREAS SHALL BE SEEDED OR SODDED WITHIN 14 DAYS OF LAST DISTURBANCE. @ 12" O. . OR "THICK MIN.)) . #4 BARS @ 18" .E.W. FINISH NOTE 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 S WA T .K PA V .L' R SECTI ESTABLISHED AFTER CONSTRUCTION IS COMPLETE AND THEN REMOVED BY CONTRACTOR. . ALO MINOR CO ORS ALL EROSION CONTROL MEASURES SHOULD BE CLEANED OF SILT AFTER EVERY RAIN. ALL TRAFFIC SIGNALS AND APPURTENANCES AND ALL PAVEMENT MARKINGS AND MARKERS SHALL BE IN AND LARGER R GER ACCORDANCE WITH TXOOT STANDARDS CONCRETE �7IDEWA 1,K REFER TO SPEC 31 17 23.23 (PAVEMENT MARKINGS) FOR ADDITIONAL LOCAL REQUIREMENTS. SWI -02 CROSSWALK DIMENSIONS, CROSSWALK DIMENSIONS, CROSSWALK MARKINGS, ANDCROSSWALK MARKINGS, AND STOP LINE LOCATIONS SHALL STOP LINE LOCATIONS SHALL BE AS SHOWN ELSEWHERE IN 4' BE AS SHOWN ELSEWHERE IN THE PLANS. THE PLANS. "VARIES 4' ** VARIES " NOMINAL VARIES NEENAH GRATE TED IN PLACE OR AP OVER 8' 1 GREEN SPACE ' . �• A ULAR SPACE EQUAL .w.,. O SIDEWALK O /IA r 8' ... />n .. r '• .'. .p �P G G ' a F S �. • •,. ', a F S DETECTABLE 6' ,, b- s' .' .. S WARNING' SIDEWALK • a t: *'r h SURFACE SU E `•t �. • `> • 6 s '•:f•. N BARS -.c�: ;� r -} l !. "'- - 1 AMP :. \ I FL AMP -1.1. I... VARIES . 4.Fl 12.1 :.`: DETECTABLE \ _ " ) WARNING \ r PROPERTY LINE \ �I _ SURFACE PROPERTY LINE . \ 2 � TRENCH GRATE M ONLY BE r'S S ALLOWED WITH PR APPROVA '- . 'Q9 FROM THE CITY ENG ER AND ? 90.G h * ?s OCG h . , .:,'. WHERE THERE IS NO ER S S . • STORM SEWER SYSTE s 1 Q C� AVAILABLE. AILABLE. "* +_ 1 ti 23 10 CURB RADIUS ,. 9 9 ..... ,. (( )) 'b S' 20' CURB ADIUS +.t. . ' � . • . 21. ( R ) F w F 1 25' CURB ADIUS 6.5' R R ( ) 'P x J Y• a J a a a U) . ** * CROSS SLOPE 9 w 23' ' (2 CURB RADIUS OP NOT TO � � )) � •• •'••; ; _'�;•�•-••'••• 0 W 21.5 20 CURB RADIUS) - o D (n 2/o O BELE ,...-._-.•.'•'•';•.: R LESS �-' •�•• ''•�� -16.5 25 CURB RADIUS .'• •-' ( ) ...... PORTION OF RAMP OR TRANSITION � O t TO STREET R T * . � CROSS SLOPE NOT TO EXCEED - r ' t' ' ' I 0 0 2a / O BE LESS SST ° THAN 1% _ N ANY POR TION OF RAMP OR R .:• T ANSITIO N . .' TO STREET 5' I 8' Isometric View I 8 SIDE WALLK A,MBUTATORY S EW 5 6 SIDEWALK A,1VIB ALK DRAINAGE / ULATORY ' RAMP AT RAMP AT STREET .INTERSECTION STREET INTERSECTION TRENCH GRATE W- _ S 3 00 SW3 01 SW3-0 * CROSS SLOPE . NOT TO EXCEED * * CROSS SLOPE O CROSS SLOPE ° ° PEN T TO EXCEED PE NOT TO EXCEED 2/o OR BE LESS THAN 1 o O / N ANY o 0 0 0 2/o OR BE LESS 2 o OR B PORTION OF RA - THAN 1 /o ON ANY / E LESS THAN 1 /o ON ANY - MP OR TRANSITION PORTION OF RA PORTION TO STREET MP OR TRANSITION OF RAMP OR TRANSITION TO STREET TO STREET 2- . Q- Q- . Q P P � P G � ,*� � � ...,�I� ,, I . � 7 . II-� I, ' -�l l . . /I �. � . � . ,v� I � I I * . * � . ro - •G .G h - 5 J y 5 5 O 1_111 I11-11 . ti J qy. O O 1' . P h 1 II1 1• � . 'L y. +. tih / -k * by / 1' 1' 1 . 1l 1 Y 1 y `, ' Y Y PROPERTY / PROPERTY PROPERTY LINE , . / / DETECTABLE LINE LINE ;. WARNING / . DETECTABLE / DETECTABLE • � __ WARNING / WARNING _ SURFACE -' ___ --- SURF yJ• ._. ---- - SURFACE 1 8' SIDEWALK . i ACE 1 .v. . -, y 1' Z * - L.. _ AMP }l..Sr Z RAMP :.7 6' SIDEWALK iii .• /` RAMP ' t„ 1:1 9.4 5' SIDEW 1:1 . I - A•i ALK ry z 7.4 in L E SLOPE S OP PE t. 1 ,/ IF 1:12 . Qr r- SLOPE MAX. . EXPANSION JT. & EXPANSION JT. & 3' 3' SMOOTH DOWEL BAR, SMOOTH DOWEL BAR, 11 112" DIA. X 16" WITH 1/2" DIA. X 16" WITH EXPANSION JT. & , BACK SMOOTH DOWEL BAR CAP(� 12" O.C. CAP 12" O.C. , BACK BAC (COATED W/HEAVY (COATED WIHEAVY OF CURB 1/2" DIA. X 16", WITH OF CURB 6' MIN: H AVY OF CURB 6' MIN. CAP ((ooff� 12" O.C, GREASE) GREASE) 6' MIN. COATED WIH EAVY GREASE) 8 SIDEWALK AMBULATORY RAMP 6 SIDEWALK AMBULATORY . 11 RAMP 5 SIDEWALK AMBULATORY RAMP A AT STREET T STREET INTERSECTION T INTER E TI S S CTION & DRIVES S C ON & DRPVES AT STREET INTERSECTION & DRIVES W3-0 SW3-04 - S 3 SW3 05 PEDESTRIAN FACILITIES I I . I I I . I I . I .1 I . I . I � . + I . I . I � I I . I . CROSSWALKS:. � I I I I I � I I . . DETECTABLE WARNINGS C TIES GENERAL NOTES: GENERAL NOTES: I DETECTABLE S CROSSWALK MARKINGS ARE IMPORTANT TRAFFIC z WARNING SURFACE CONTROL DEVICES AT CONTROLLED INTERSECTIONS. I - THESE DEVICES IDENTIFY THE E L 1. CURB RAMPS MUST CONTAIN A DETECTABLE WARNING 1, A I_ s Oa s ARE MAXIM IMA OWAR THE LEAST APPROPRIATE LOCATION O SURFACE THAT CONSISTS OF RAISED TRUNCATED POSSIBLE SLOPE THAT WILL STILL DRAIN PROPERLY �J LANDING FOR PEDESTRIANS TO CROSS THE INTERSECTION AS mwU WELL AS INFORMING DRIVERS WHERE PEDESTRIANS DOMES COMPLYING WITH SECTION 4.29 OF THE TEXAS SHOULD BE USED. ADJUST CURB RAMP LENGTH OR GRADE W>w ACCESSIBILITY STANDARDS RAS). THE SURFACE MUST OF APPROACH SIDEWALKS AS DIRECTED. ca MAYBE PRESENT. NOT ALL LOCATIONS NEED THE ., CONTRAST VISUALLY (( )) � 1 DALLY WITH ADJOINING SURFACES CROSSWALKS MARKED; • w _ K HOWEVER TYPICALLY o•I-G -E- COLLECTOR AND ARTERIAL STREETS DO. AS STATED INCLUDING SIDE FLARES. FURNISH PARK BROWN OR 2. LANDINGS SHALL BE E 5'X 5 MINIMUM WITH A MAXIMUM. N :....... DARK RED DETECTABLE WARNING SURFACE ADJACENT TO 2/°SLOPE IN ANY DIRECTION. Z 0 .b.p;C4:#:0.•.:. 4 MAX. IN THE TMUTCD, AN ENGINEERING STUDY SHOULD BE I - o z ;o;a:o.Q.o.oao.. ; AND USUAL PERFORMED BEFORE CROSSWALKS ARE INSTALLED AT UNCOLORED CONCRETE, UNLESS SPECIFIED ELSEWHERE o I N :a; :bCQ p:..q4:b• LOCATIONS OTHER THAN CONTROLLED INTERSECTIONS. IN THE PLANS. 3. MANEUVERING SPACE AT THE BOTTOM OF CURB RAMPS - :n: ; ,o. : o;.a; : SHALL BE A MINIMUM OF 4' X 4' WHOLLY CONTAINED WITHIN cn o:.a:o.... - 4... L�.. 4.. 2. DETECTABLE WARNING SURFACES MUST BE SLIP THE CROSSWALK AND WHOLLY OUTSIDE THE PARALLEL THE CITY OF BRYAN'S PREFERENCE FOR MARKING RESISTANT AND NOT ALLOW WATER TO ACCUMULATE. VEHICULAR TRAVEL PATH. CROSSWALKS IS THE LONGITUDINAL {OR LADDER" w STYLE). THE CITY OF COLLEGE STATION'S 3. ALIGN TRUNCATED DOMES IN THE DIRECTION OF 4. MAXIMUM ALLOWABLE CROSS SLOPE ON SIDEWALK AND C:f PREFERENCE IS THE TYPICAL "TRANSVERSE" STYLE; PEDESTRIAN TRAVEL WHEN ENTERING THE STREET. CURB RAMP IS 2%. 6" MIN. FACE OF HOWEVER, IN THE NORTHGATE AREA, ADJACENT TO 10 MAX. CURB SCHOOL OR SCHOOLZONES, AND OTHER HIGH 4. SHADED AREAS ON SHEETS 3 AND 4 INDICATE E THE 5.CURB RAMPS WITH RETURNED CURBS MAY BE USED ONLY PEDESTRIAN CROSSINGS, THE LONGITUDINAL (ORAPPROXIMATE LOCATION FOR THE DETECABLE WARNING WHERE PEDESTRIANS WOULD NOT NORMALLY WALK ACROSS "LADDER" STYLE) IS PREFERRED. DEVIATION FROM ISURFACE FOR EACH CURB RAMP TYPE. THE RAMP, EITHER BECAUSE THE ADJACENT SURFACE IS THESE PREFERENCES WILL BE ALLOWED ONLY WITH PLANTING OR OTHER NON -WALKING SURFACE OR BECAUSE TYPICAL PLACEMENT OF DETECTABLEWARNING THE APPROVAL OF THE CITY ENGINEER. 5. DETECTABLE WARNING SURFACES SHALL BE A MINIMUM OF THE SIDE APPROACH IS SUBSTANTIALLY OBSTRUCTED. . 24" IN DEPTH IN THE DIRECTION OF PEDESTRIAN TRAVEL, OTHERWISE, PROVIDE FLARED SIDES. SURFACE ON LANDING AT STREET EDGE THE LONGITUDINAL STYLE MARKING SHALL BE 24" AND EXTEND THE FULL WIDTH OF THE CURB RAMP OR WIDE AND 8 FEET IN LENGTH, SPACED 48 -INCHES LANDING WHERE THE PEDESTRIAN ACCESS ROUTE ENTERS 6. ADDITIONAL INFORMATION ON CURB RAMP LOCATION, APART. THE TRANSVERSE MARKINGS SHALL CONSIST THE STREET. DESIGN LIGHT RELECTIVE VALUE AND TEXTURE MAY BE FOUND IN THE CURRENT EDITION OF THE TEXAS SW2-00 OF TWO 12 -INCH WIDE LINES SEPARATED BY 6 FEET 6. DETECTABLE WARNING SURFACES SHALL BE LOCATED SO ACCESSIBILITY STANDARDS (TAS) AND 16 TAC 68.102. OF UNMARKED PAVEMENT. ALL CROSSWALK PAVEMENT THAT THE EDGE NEAREST THE CURB LINE IS A MINIMUM OF - MARKINGS SHALL ALWAYS MEET TxDOT S SPECIFICATION 6" AND A MAXIMUM OF 10" FROM THE EXTENSION OF THE 7. TO SERVE AS A PEDESTRIAN REFUGE AREA, THE MEDIAN . FOR TYPE I MARKINGS UNLESS OTHERWISE APPROVED FACE OF CURB. DETECTABLE WARNING SURFACES MAY BE SHOULD BE A MINIMUM OF 5' WIDE. MEDIANS SHOULD BE z BY THE CITY ENGINEER. a z LANDING CURVED ALONG THE CORNER RADIUS. DESIGNED TO PROVIDE ACCESSIBLE PASSAGE OVER OR rx O ADDITIONAL INFORMATION ABO THROUGH THEM. F•J� UT CROSSWALK MARKINGS 7. ACCEPTABLE PAVER MATERIAL SHALL BE CLAY, VITRIFIED . w> V CAN BE FOUND IN THE TMUTCD. POLYMER COMPOSITE, PRECAST POLYMER CONCRETE, 8. CROSSWALK DIMENSIONS, CROSSWALK MARKINGS AND w AND CONCRETE. STOP BAR LOCATIONS SHALL BE AS SHOWN ELSEWHERE w�� CROSSWALKS WITH BRICK PAVERS, STAMPED ASPHALT, IN THE PLANS. AT INTERSECTIONS WHERE CROSSWALK m -o STAMPED CONCRETE, ETC., SHALL ALSO REQUIRE MARKINGS ARE NOT REQUIRED, CURB RAMPS SHALL BE DETECTABLE WARNING SERFAGE RETRO -REFLECTIVE, THERMOPLASTIC TRANSVERSE ALIGNED WITH THEORETICAL CROSSWALKS, OR AS I. � �III . I� I �II II.F .I 11 I� � I � II. .] �I II � �/�I I .�II �II II�I I 1� I I II I. I � .� � I,.� � I� � � I�� �� � I �� I I � �.I. �II..� I1 .� I. � I III �,I .�I �I �� I. II I III I. 1. II III (DOMES I RUN PARALLEL TO STRIPING. DIRECTED BY THE ENGINEER. PEDESTRIAN TRAVEL) A MAX 9. EXISTING FEATURES THAT COMPLY WITH TAS MAY REMAIN AND USUAL IN PLACE UNLESS OTHERWISE SHOWN ON THE PLANS. ::•d•:: •: >a: :: . 10. HANDRAILS ARE NOT RE UIRED _ Q..t$' v..11.lS.Si. Q ON CURB RAMPS. PROVIDE c ? a., 0:.'V n.A..• SIDE FLARE CURB RAMPS WHEREVER ON ACCESSIBLE ROUTE CROSSES I. . N :ao...p..0..:4}&I.o.. :. TYP. - 44s 0 .. . . ( ) (PENETRATES) A CURB. :0 4 0 0:: ;Oi4*:C:. ; 11. SEPARATE CURB RAMP AND LANDINGS FROM ADJACENT SIDEWALK AND ANY OTHER ELEMENTS WITH PREMOLD OR BOARD JOINT OF 3/4" UNLESS OTHERWISE DIRECTED BY THE ENGINEER. i 0 M A FACE OF 12. PROVIDE A SMOOTH TRANSITION WHERE THE CURB RAMPS { III.I . -�ft<I .I -.z-m rv IN 10 MAX CURB CONNECT TO THE STREET. I TYPICAL PLACEMENT OF DETECTABLE 13. FLARE SLOPE SHALL NOT EXCEED 10%MEASURED ALONG CURB LINE. WARNING SURFACE ON SLOPING RAMP RUN . SW2-01 F---1 1.. 2.. GENERAL NOTES (PAVERS) 1/8I FURNISH DETECTABLE WARNING PAVER UNITS MEETING ALL -7 REQUIREMENTS OF ASTM C-936, C-33. LAY IN A TWO BY TWO 2-3/8" UNIT BASKET WEAVE PATTERN OR AS DIRECTED. . z LAY FULL-SIZE UNITS FIRST FOLLOWED BY CLOSURE UNITS Q z 5' x 5' - CONSISTING OF AT LEAST 25 PERCENT OF A FULL UNIT. CUT . R JO LANDING O O O O 1„ m O_ DETECTABLE WARNING PAVER UNITS USING A POWER SAW. W>w 4., ? NW~ oaw 0000 1 v LANDI . u.1> . w�- Gam . L In _ ~ 8„ aHc DETECTABLE WARNING NO.3 REBAR AROUND PAVER INSET . PAVER WITH TRUNCATED � DETECTABLE DOME SURFACE . 2 4" MAX DETECTABLE WARNING PAVER WITH w a ANO USUAL EXPANSION JOINT TRUNCATED DOME SURFACE L . o WARNING PAVER „ -E- AS RE U EO _ _ Q IR 1 MORTAR BED SHALL CONFORM TO co n II I1I O A J n• SIDE F E o z A APPLICABLE SPECIFICATIONS •- _ SIDE FLARE. :SIDE FLARE II III�I II rn 1:10 SLOP iv TYP. (TYP) ( ) CONTROL) 1 N MAX. O NT PERMISSIBLE TYPICAL =-. 1 =s ,,=- FACE OF g' 6' FACE OF CURB MIN. 4" (TYPICAL) 4 RAMP WIDTH (TYPICAL) : CURB No. 3 REBAR AT (TYPICAL) 18" MAX, ON -CENTER TRUNCATED DOMEPATTERN ( BOTH WAS CLASS A CONCRETE -SHALL CONFORM CURB RJAIP TO APPLICABLE SPECIFICATIONS TYPICAL AMB T RY ULA O RAMP W/ ) � FLARED WINGS DETECTABLE SECTIONA A . WARNING PAVER SW2-02 . SW2-03 Q e I t CI ...G . y Z : : f;,. . z Q - - i }, . x r . _ - , . . E, . . . . \ ;rX;h . V . �,., . _ �. 5, . .1 .. k .. . a O u w . . . i . CITY FB O RYAN . - , . The Good Lzfe Texas S !e. l3 : DRAWN Y e C.L.M. . .: DATE: -01-12 0$ SCALE:,_ N T S II I. II III . APPROVED W. P. K. II E= IGURE � I � I � I I . I I I I 1. I . I � I � I I � . � I I I � � I � � I I I � . a+ 1w 1 . , I SHEET 1 0F 1