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HomeMy WebLinkAboutDrawingsPROJECT BENCHMARK: STATE HIGHWAY A 450' /v.: _L,- tu:_ua rims,\ 4 v ELECTRICAL EASEMENT VOL. 723, PG. 689 ATMOS pTnA c r - EXIST. STORM JUNCTION BOX-� PROP. 21 " HDPE STORM DRAIN PIPE SANITARY SEdER 10" SANITARY o o MANHOLE SEWER -BY OTHERS -BY OTHERS 0"PSS - -I CPA 'a _ Fri --- FJtlST. PUBLIC 36" RCP - ' STORM DRAIN PIPE -BRICK PAVERS SEE DETAIL THIS SHEET COLLEGE STATION MARKETPI-ACE LOT 7, BLOCK 3 TOWER POINT SUBDIVISION VOL. 10076, PG. 73 CURRENT ZONING: C1 -OV PROP. 5' WIDE PUBLIC UTILITY EASEMENT 11I:Z� Vol 10043 Pg 287 CONDUIT 15' WIDE PUBLIC E EXIST.T UTILITY EASEMENT LIGHT RELOCAT Vol 10076 Pg 73�� PROP. CROSSWALK -BRICK PAVERS SEE DIETAIL THIS SHEET �- 6" M.J. TEE W/ 15LF of 6" WL EXTENSIONS 13Y OTHERS_ REHYDRANT -BY OTHERS ---------------------- - - = - -- ------------ ------ - - - - -- COLLEGE STATIONRKETPLACE LP. 14' WIDE PRIVATE ACCESS & LOT 9, OCK 3 ' PUBLIC UTILITY EASTMENT TOWER POI SUBDIVISION VOL 10076, PG. 73 UNPLAT `ED CURRENT ZONING: C1 -OV 0 FACE OF BUILDING :CURBBEYOND 7" CONCRETE 6' 1" Bedding of Washed7 x z "Roland PAVEMENT Concrete Sand with Stone Brick Paver Geotextile Filter fabric (Typ.) / FIRE OEPWIMENr CONNECTION SEE B3 A-102 ,,- a WATER VALVE ONCRETEPAViNG `'= ` -:`a.•=: -+-- SANirARY SEWER CLEANOUT Q SANTrARY SEWER MANHOLE 1 STORM DRAIN CURB INLET WRAP W/ 15# FELT PRIOR TO r• - :'*-• _s �.: ® .` PLACING CONCRETE ELECTRICAL PULL BOX ': x'' 3" `^ SET RAIL TO FOLLOW PAVEMENTSLOPE 'r •� X`�/` l: �• :>`3°' POSTS SHALL BE SPACED EQUALLY I t - \ 17. Contractor shall provide parking lot striping in accordance with the layout shown on this plans. (6'-O') MAX AND 6- FROM EACH END. ALLOW S' - Pacific Resources ® 778-8525 • N I BETWEEN SECTIONS AND BETWEEN CONCRETE ++ 6 Lame Stabilized 19' MAX 3" CURB � �`�---- - : ~ ~ 20. This property is considered part of a building plot which includes Tower. Point Lots 7-11B and ++�` Subgrade h. 0''NOT n? _ h. Contact Gilbert Ramirez CSU (ELectrtca!) 764-6255 E����EE�'� 6'-0' MAX. � 6' .-ST EEL EDGING DETAIL ~ '• -. 1. Name of Project- The Bonk &Trust -Tower Point REVIEWEUMV N.T.S. 2. Address: 4450 SH6 South College Station. Tx Z 7" CONCRETE PAVEMENT 5" CONCRETE `-- #4 BARS PAVEMENT 12" OCBW OROSSWALIC DETAIL 6" Lime Stabilized Subrade _SECTION B -B NM -BY OTHERS r f I T I 40' WIDE LEGEND a FIRE OEPWIMENr CONNECTION N WATER METER a WATER VALVE 9" RRE HYDRANT -+-- SANirARY SEWER CLEANOUT Q SANTrARY SEWER MANHOLE 1 STORM DRAIN CURB INLET E RAMP WiTH ADA PAVERS ® TRANSFORMER PAD ® ELECTRICAL PULL BOX n ELECTRICAL SWITCH GEAR I PUBLIC UTILITY EASEMENT PARKING REQUIREMENTS ' _ ,/;/7" VOL 10076, PG. 73 BDLG./250 = 15 Parking Spaces Required o = 29 Parking Spaces Provided 3690 SQFT plus 16 spaces In teller window queus Handicap Parking: Per Table 2 Section 4.1.2 of TAS for 26-50 needs 2_Spaces 29 Total 2 H.C. Spaces Required INTERIOR ISLAND REQUIREMENTS Interior Islands Required = 13/15*180=156 Sq Ft Interior Islands Provided = 458 Sq Ft 3 ! I II I 12. The contractor shall coordinate with Atmos, Suddenlink Communications, BTU, CSU, and Verizon to r r ` . a i b. Contact Kimberly Winn 0 ATMOS 774-2506 RE '�� ► I 14. Temporary spoil areas will be identified on site by owner. TV: I 1 E within 150' of the subject lot, measured from a point five feet above grade. Such screening shall be C3 +V coordil , d. Contact Isabel Cantu CSD 8TU 821-5770 20 WIDE PUBLIC UTILITY T ' UTILITY EASEMENT 16. Exterior Building and site lighting will meet the standards of Section 7.10 of the Unified Developme VOL 9497, PG. 120 C3 +r t Ordii � E I o = 29 Parking Spaces Provided 3690 SQFT plus 16 spaces In teller window queus Handicap Parking: Per Table 2 Section 4.1.2 of TAS for 26-50 needs 2_Spaces 29 Total 2 H.C. Spaces Required INTERIOR ISLAND REQUIREMENTS Interior Islands Required = 13/15*180=156 Sq Ft Interior Islands Provided = 458 Sq Ft 3 ! I 3URFAI I 12. The contractor shall coordinate with Atmos, Suddenlink Communications, BTU, CSU, and Verizon to r r ` . a i b. Contact Kimberly Winn 0 ATMOS 774-2506 RE '�� ► I 14. Temporary spoil areas will be identified on site by owner. r C. Contact Mike Lavender ® Suddenlink 846-2229 I C0 LI � E within 150' of the subject lot, measured from a point five feet above grade. Such screening shall be C3 +V coordil , d. Contact Isabel Cantu CSD 8TU 821-5770 20 WIDE PUBLIC UTILITY T ' UTILITY EASEMENT 16. Exterior Building and site lighting will meet the standards of Section 7.10 of the Unified Developme VOL 9497, PG. 120 C3 +r t Ordii a he pr t - \ 17. Contractor shall provide parking lot striping in accordance with the layout shown on this plans. 0 +3` O U- Pacific Resources ® 778-8525 • N I 19. There will be a residential rollout dumpster located on this site and will- be contained in the scree Al d ser< I Contact Richard Wallace ® Verizon 821-4752❑ "' i ► COLLEGE Si � �`�---- - : ~ ~ 20. This property is considered part of a building plot which includes Tower. Point Lots 7-11B and ++�` v h. 0''NOT n? _ h. Contact Gilbert Ramirez CSU (ELectrtca!) 764-6255 E����EE�'� � REQUIRED � � I i. Contact Butch Willis ® CSU (Water/Wastewater) 764-366 - ~ '• -. 1. Name of Project- The Bonk &Trust -Tower Point REVIEWEUMV a 2. Address: 4450 SH6 South College Station. Tx Z 3. Owner. The Bank & Trust HEB GROCERY COMPANY, L.P. C/o Jerry Foxv0a1-1 N N I 2. All construction shall be in accordance with the current City of College Station (C.&) Standard IS1eciflcatians for Street Construction, B/CS Unified Technical Specifications, 0 - Water and Sewer and Generals, 2008, and BCS Unified Design Details. All inspection shall be performed by the s tall of the City Engineer of C.S. All construction shall be I coordinated with the City of C.S. City Engineer. 5. Zoning: C-1 OV -Overlay Ay- P PLAT I 3. in lieu of using the construction materials indicated in these plans, the Contractor shall obtain op rovp from the City Engineer for any substitution prior to B. Site Area: 1.5 acres SiTE pi licable. The contractor shall be financially responsible for the engineer's I time spent reviewing changes and redesigning based on contractors requests. 9 This she does not lies within the 100 -year floodplain boundary per FEMA's Flood insurance Rate I 4. Trench Safety Requirements shall be in accordance with O.S.H.A. Standard 29 CFR Part 1926 Su artP and all federal, state and local regulations. l 5. TRENCHING AND BACKFILLING: All trenching and backfilling shall conform to the specifications set out ;herein. Testing shall be provided by a certified laboratory, at the =, Owner's expense, to verify these standards. Any retesting due to substandard work shall be at the ex N. iense of the Contractor. Structural areas shall include all sidewalks and i end 5! the curb es of all li 6411 Itis the responsibility of ihlencontra for ioecomplyalleys w'ithnaliparking S ate andareas. I I ` Regulations r ar const ctio \�. ` _>. the contractor shall coordinate -all, proposed work and procedures with the City of C.S. Electrical <Drvislo VIC11 L I GENERAL CONSTRUCTION NOTES: N I 1. It shall be the responsibility of the Contractor to verify the exact location of ALL existing underg and I. company representatives a minimum of 48 hours in advance of any excavation. MAP F enItTe"f rtC�LR hall contact all utility T.979.2691.6963 F.979.251)!.3564 TX. FIRM # F-1443 11 UNIVERSITY DRIVE EAS SUITE 204 3LLEGE STATION. TX 7784 PLAN & DESIGN S „ECIAi.ISTS IN CIVIL ENGINEERING HVIRAUUC: HYDROLOGY * UTIES STREEM SITE PLANS * SUBDIVISIONS *61 JAMES T =BA HORST .. 9363 ••+i� CEN %�S70NAL �._, 1. R on MAR 23' 2011 Y 0 cm a+ CERTIFICATE _ a. Contact Dig Tess ® 1-800-344-8377 3URFAI I 12. The contractor shall coordinate with Atmos, Suddenlink Communications, BTU, CSU, and Verizon to adjust . a i b. Contact Kimberly Winn 0 ATMOS 774-2506 RE '�� ► I 14. Temporary spoil areas will be identified on site by owner. . Ql{IRED C. Contact Mike Lavender ® Suddenlink 846-2229 I C0 LI � E within 150' of the subject lot, measured from a point five feet above grade. Such screening shall be C3 +V coordil , d. Contact Isabel Cantu CSD 8TU 821-5770 20 WIDE PUBLIC UTILITY T ' UTILITY EASEMENT 16. Exterior Building and site lighting will meet the standards of Section 7.10 of the Unified Developme VOL 9497, PG. 120 C3 +r t Ordii j I EASEMENT e. Contact Mitchell Gas 0 779-4460 VOL 9497, PG. 120 f. Contact Union APR 18 2011 he pr t - \ 17. Contractor shall provide parking lot striping in accordance with the layout shown on this plans. 0 +3` O U- Pacific Resources ® 778-8525 • N I 19. There will be a residential rollout dumpster located on this site and will- be contained in the scree 05 d ser< I Contact Richard Wallace ® Verizon 821-4752❑ "' i ► COLLEGE Si � �`�---- - : ~ ~ 20. This property is considered part of a building plot which includes Tower. Point Lots 7-11B and ++�` v h. 0''NOT n? _ h. Contact Gilbert Ramirez CSU (ELectrtca!) 764-6255 E����EE�'� � REQUIRED � � I i. Contact Butch Willis ® CSU (Water/Wastewater) 764-366 - ~ '• -. 1. Name of Project- The Bonk &Trust -Tower Point REVIEWEUMV a 2. Address: 4450 SH6 South College Station. Tx 3. Owner. The Bank & Trust HEB GROCERY COMPANY, L.P. C/o Jerry Foxv0a1-1 N N I 2. All construction shall be in accordance with the current City of College Station (C.&) Standard IS1eciflcatians for Street Construction, B/CS Unified Technical Specifications, 0 - Water and Sewer and Generals, 2008, and BCS Unified Design Details. All inspection shall be performed by the s tall of the City Engineer of C.S. All construction shall be I coordinated with the City of C.S. City Engineer. 5. Zoning: C-1 OV -Overlay Ay- P PLAT I 3. in lieu of using the construction materials indicated in these plans, the Contractor shall obtain op rovp from the City Engineer for any substitution prior to B. Site Area: 1.5 acres }wltten I Construction. Requests for changes should include product information and an engineers seal where pi licable. The contractor shall be financially responsible for the engineer's I time spent reviewing changes and redesigning based on contractors requests. 9 This she does not lies within the 100 -year floodplain boundary per FEMA's Flood insurance Rate I 4. Trench Safety Requirements shall be in accordance with O.S.H.A. Standard 29 CFR Part 1926 Su artP and all federal, state and local regulations. l 5. TRENCHING AND BACKFILLING: All trenching and backfilling shall conform to the specifications set out ;herein. Testing shall be provided by a certified laboratory, at the =, Owner's expense, to verify these standards. Any retesting due to substandard work shall be at the ex iense of the Contractor. Structural areas shall include all sidewalks and i end 5! the curb es of all li 6411 Itis the responsibility of ihlencontra for ioecomplyalleys w'ithnaliparking S ate andareas. I I ` Regulations r ar const ctio activities near energized overhead power lines. Additionally, ` _>. the contractor shall coordinate -all, proposed work and procedures with the City of C.S. Electrical <Drvislo I 7. All materials & labor not identified as a Separate Bid Item shall be considered subsidiary to the 7.BACK 5 SIDE m in whichit is used. All materials and equipment shall be both SETfurnished and installed unless otherwise noted. I 8. The Contractor must provide construction staking from the information provide on these plans. � p 9. All soil exposed by construction shall receive cellulose fibermulch seeding. 'cA 10. Trenches may be left open overnight if properly barricaded. I > t 11. Adjustment of Water Meters, Valves, Manholes, Irrigation Systems, and any other Public or Private Jtility. etc. are not separate pay items. The Price of the adjustment Of ::: ( shall be subsidiary to the construction of Sewer Line, Force Main, etc. 3URFAI I 12. The contractor shall coordinate with Atmos, Suddenlink Communications, BTU, CSU, and Verizon to adjust I 13. The contractor is responsible for traffic control. This is not a separate -'pay item. ► I 14. Temporary spoil areas will be identified on site by owner. I 15. All roof and ground -mounted mechanical equipment shall be screened from view or isolated so as of to within 150' of the subject lot, measured from a point five feet above grade. Such screening shall be coordil I 15' WIDE PUBLIC unified appearance. T ' UTILITY EASEMENT 16. Exterior Building and site lighting will meet the standards of Section 7.10 of the Unified Developme VOL 9497, PG. 120 t Ordii and no fixture shall directly project light horizontally. Fixtures will be mounted in such a manner that he pr t - \ 17. Contractor shall provide parking lot striping in accordance with the layout shown on this plans. I NUM BI 18. All storm sewer and sanitary sewer being constructed with this site plan is private. 19. There will be a residential rollout dumpster located on this site and will- be contained in the scree 05 d ser< paper waste. CS Sanitation has agreed to this arrangement. MIRE LANEamNO PARKING =TOW AWAY ZONES �`�---- - : ~ ~ 20. This property is considered part of a building plot which includes Tower. Point Lots 7-11B and 27, Bic Architectural Standards applicable to building plots over 150,000 square feet. ~ ~ SITE PLAN NOTES: ~ '• -. 1. Name of Project- The Bonk &Trust -Tower Point REVIEWEUMV 2. Address: 4450 SH6 South College Station. Tx 3. Owner. The Bank & Trust HEB GROCERY COMPANY, L.P. C/o Jerry Foxv0a1-1 N LOT 12, BLOCK 3 1716 Briarcrest Drive S►i�te . 400 Bryan' Texas 77802 TOWER POINT SUBDIVISION 00 (979) 260-3i 00 APR 18 �2 0 i 1 VOL 9497. PG. 173 4. Engineer. Mitchell & Morgan, LLP. `j CURRENT ZONING•' C1 511 University Drive East, Suite 204 C(JLI C U- College Station, Texas 77840 o liii It„��`gg� -i- y� A� (979) 260-6963 DEVELOPMEN . SE H ICES 5. Zoning: C-1 OV -Overlay Ay- P PLAT FT Efy' 6. Existing Use: Undeveloped -Vacant Proposed Use: i L! 7. Setbacks: Per City of College Station Ordinances B. Site Area: 1.5 acres 9. Water Demands (Per Unit) : Min.= 0 gpm, Avg: 20 gpm, Peak= 40 gpm 10. Sanitary Demands: 9600 GPD Max., Min.= '0 GPD. Avg. = 2400 GPD (Per Unit) 9 This she does not lies within the 100 -year floodplain boundary per FEMA's Flood insurance Rate Map panel 4804100182 C. Effective date: July 2. 1992. :WWP W. ........ .. ...... TYPE 3 CURB . FOR USE WITH CONCRETE PAVEMENT OR APRON NOT A SEPARATE PAY ITEM NTS All curbs and curb ends designated as 3URFAI firelones on plans shall be painted red FLANG MOUN With 4" (four inch) white lettering stating "ARE 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.* MOD I NUM BI * 8" (eight inch) high red stripe and 4" (four inch) white lettering may be 111 striped on the surface of the pavement behind parking stalls in lieu of signage. j 05 kLL SL MIRE LANEamNO PARKING =TOW AWAY ZONES STEEL TH!A additional Information FIRE LANE SIGN. a :ion of existing facilities. Aj ble from any public right-of-way or residential district Rev 1 - correct drive thru ith the building architecture and scale to maintain a dims 5/23/11 The light source shall not project below an opaque housing cone of light does not cross any property line. Rev 2 - owner commentE 6/6/11 1. The Bank & Trust has provided a private shredder for all )r the purpose of signage, landscaping, and Non -Residential 38.375" I 10 1/4" INGROUND T3" 1 ANCHOR T .� MOUNT 2 3/8" # OF BICYCLES RACK LENGTH 5 38.375" UNITS MADE FROM: ASTM A53 SCHEDULE 40 375" OD X 0.154 WALL) HYDRAULICALLY BENT IL FOT DIPPED GALVANIZED AFTER FABRICATION NTS 0 'It V-.. ti O M - 3z CIL Lai .. �4 J� 4 J PROJECT BENCHMARK: CITY OF COLLEGE STATION 20' WIDE . ELECTRICAL EASEMENT VOL 723, PG. 689 STATE HIGHWAY 6 CAU . . - CONTRACTOR SHALL FIELD VERIFY I \1__ 7 1 - -_ DEPTH OF EXISTING FIBER OPTIC LINE 0 DUITS FOR TELEPHONE � I � . . 19 L =10111111111 . 1-4!' CONDUIT FOR CTV 11 . Ir bn . l -,V' CONDUIT FOR FIBER OPTICS - . 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I - I I PROP. 21 * HOPE FL IN=279.06 F-) - I ; I I - - - - - - - - - - - - - -.T/INLEr= 293.01 - - F_ - EXIST. 36" RCP FL OUT=277.86 - EXIST. 36" RCP FL IN= 2a4.51 i I - - - - - - - - - - ATMOS - M I IVI . _ \ A A Q - ,EXIST. 24" RCP FL IN= 285:.31 A . I ,I 4o WIDE ATM I A 6" B 5" C 8" 4 A f A I I I NM- Stated ard City 0019 . approved squivdiii L CcV_ar I the words 'Stann Sawee! L I adjustment to IN :h grade. ; I IIII .-., 1-11 I—, ril 1-1 0 ,6 � 11*1 "' i I'll 4ii�* 1-1 -. Vulcan V1342 or marked with fM 0tv tno& and wt concrete I Height) __ - :. ­ : _ - . , , - , . � " :x-:_-.-. :.. t , - -t- * , - -:...,.,-.,.....,...,..,....., ..._ ..]_*,.,� '... . t '!Z.z - ;..- ...... EXIST. 3V RCP FL OUT= 283.96 1 � , . I Is � I ; - .. � � ., -_.� - ,.'4:,__, M _.....­; �*..­: ... L. �-.__....... --. - .... - I - I - PUB ; " .. . .-..*.- . , LIC UTILITY :A EMENT --- li-. t I U; . � - I- :.,.- .. .- _- _-� .... I . .,.,. " - - . - .. . . - VOL ,_'�. - , 01 % L. 10076, PG. 73 - � � .. -%---*, -- - -t -_ - , _­ .. .------":.-,-`.-f- * .­ ­�_­ * - .......-.1 . . ..... ­�, *­ , , __ - __ .1 , , 1*1 *--­-'..'.' .-.--.-`--.t. ` - - ------.*.-- ..... ..... . ... .. .. __:� -'_-.._---'. .. .". - ... . :--.---i-....:..:., -*- -�.-'.-'--.-*.*f -------*: . - - ....-.-.:.--.*:'.*-..--.�;�.-.*--�-.�_-;�--.., �-'. N.- ...., z : 1 [3��%- , -�'-:,.,:-:.,-., -�' �_, " --*-.-"- -- ..- "--.* _`-.-`:-� ::-- ---..- - - - , - - _:..�:� . - - . . .��...�z. , : _.z_.'---*:::: ... : �-:.'.� I I - - - -'35-r - - - 3f3 -RCP- - 4- - . . .:.: � . 38 MP - - . �L _. - - : t,--.-� - ?A \ t ; : - I - - , - " - ..4 . ..... t. �._... �,- -1 ��!3.lt_n- � 7--..--t : 82.67 L.F. OF 4" PVC . - 3r,RCP---% 3 __ - -36 ! 11 - - - - *36- t-.-- -� --- . ___ ..- , '" * --.-.- �.-. - ..---.---..- - _ - ­�-, *".-.. -.,---.,- X�._'_*._..�.........­ . .--....*....-....--..........--: .::-. _:.....­ __ '.... � - I . . - . - a_ - I `�­� , '­ - . - -A " ,_ � - __ - - - -,-,-.--.-. - �n _. - _� � t. . -...-.- ....'..._'.. .. ... .. ... .. ... . .. . - - - _ _ _ , , - .. _... . * - . :i . 1. - - - I I ­_ -1 . I - - -*::,-. - - . ... ... - - . - � -..-. kmo I M D3034 SDR -26) ­­-*-' / - , I ... .:�:*:-. -..*.' ..--- ­ . ­ I -1 - - - :T. -.X - - ____. - .. . 11 1 .7�:�-­ . ...:..:.- I I i .. ------ ... " �.*.�­ - - - - - - - - � , , - I . : -,t- EXIST. MANHOLE -BY OTHERS 77-`.�-- - - -- - :­ . -..*------.--. ­:`.: ,.-__:-.,:t,-.-.'! ... :--- @ -13.99% .. . i .- .::' __ .- .1 .. t ­ T RIM=285.70 :: -?!' � t - 0 . . H I � ; . . �.-� -- SANITARY SEWER . . ....p --i . I - ­... .... ­ :?!,.� _ li BY OTHERS :... ­ �' ­... r..... - ........... ... � . . - �� , ..* - :_-..-"----'-' - - - '--' - -, ..,�: -.'..*,� . ! f ... _ I : t".,` ` t`--_----"-_-:--' : ... �-i%-,.--,-_----_.:�t'-'. . -�-..-i---...---...---..."-t.��.'---. �.--,.,.:.-,."-:-.'---.--'..'..-,.:-.'.-."-..---'--..-';�.-.-.--.: ... . PROP. I O' DE PUBL C - .-,.--. ;�, . - _..... PROP. 4" FL ]N=274.00 (A' .. .. .-. ,;.-.' ".".-�--*.---..�-.*.'-.*..-.'-.'.--*A.-.-.';.-"-.----.-..-- ... .,-:....t� ...�.11` I ; i q I I .:. - , * , 9 1 I ^ .; , ..., - - - t_.;_..:.. . ­_ ENT I 1 319M -;.-.-.*--*; :'�,:.:---*..'--*-.'.'r:-.:-:-., -,t-z.-.'---_-'- ._%. -.-'-*.t---�-.*---.-'--.---,-*..E.-,.:.,.*-**.�.'..'.*..-.: UTILITY I I PSS* r - t-� .. ::-.-:..-.,---.--... EXIST. 10" FL OUT=272.05 .. --":. *. `_.--*:'.',:.:-'. ::.-*."--�-.'-.--.'.'...-.i:�..-r-;--.'..'--.�-."-';':.:.'..-::.... . �' , - -, -_1 - ­ - , I i 1, I --- , � .. " " ....­�- _.:...;.' 1- ­ . ': --`:-_.._.t -:'.* ::.., .... 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I 5 I ­ "­' - ** - , I - - `­-­---, � - �' _­_ I *`­­ ­'­­­` , .,- _'.. - ��'. . , -'.'. ....-�.;...-...�.-.---.t---.-.,-. . _z...�.'..,* .. - - - , ­. - ., ­­_­ - ," � .-.----- -..�- �: � ` - -­ - * .. � - - ­- - ­ ­ I .:-:. --.-::- ­- . .-. t` : -,'.-_...-..-.` t ....-...--.--.-��----..-..----...:---..--..'.., .V. .'-_-:�,-,:---,-- ­ -1 I—- I. ` .. - -�-.--.�----.--.-.,.-..--.-*.--.:- t'......- ...........- ',-_-..".. ...-'.".-:� I k_1 . _-, __ - .... ...... ... . ­ - . . , , r _. -`* �_,.­:., ­ -, , . . . . . -- - . � _.r_-. - .. - . . - '-�, . - *­ _% `­ ­_.-_­ - -. ­ i R.. 1I . --r: .. .. - �_ _.. __ __ - `1Z., - , , ...: ­,'. .. � _ . .. ... .,.-, "-,:, --. `t�-. , . - - - - - - - - T/INLEr= 285.73 ] - _/__ ­ - - . .. ..... - - ­.. - 1: - � - - - : `­ � " - -- - - - - - -, -: - -:-. : . - -.. ':. � . - * . -.- . .- ' ` ' ' - " . :%. . .t. , . t.----�.,.--. .. .:* -. .*-*--.. -.*'. ____._.t-4 _. .... _�'.' . . :- - -- ------ :. : ... -..:.;-.-:,. -­., -, . 77 - -. - --, �, ... .. . . .. _ ---'- - ' . EXIST. PUBLIC 36" RCP 21* HOPE FIL IN=281.18 ­­.. _.... - _ . - _ . - -,!- -1 90.6 F _.-PROP.I . -...-.-.. . F,�...�... _ - .. ..:..-. ­_ - : .. :-.-. i `.. ___ '-"--'- : - .. - Z, ` � _­­. " , '' * __ - -- ­ ­` " , * , " * ._-� '... ,- -�:' -­ -- - , - . ._ _., . ---_-.-.- _ ,.,-. -� . ... . . .--,.-.-- -----z---:---.,-.,-_-: .­. . ,­­' " * , , " .- .: - - `:`. : % .* CLEANOUT T ... . _­ - - ­­ - - "' -'----- ..01111 � _ 1. - - ---- -:: -***--- - - -- _�.'._.'-_*f'-. -'.- -.'- -.'-* J-`.-.*-,�-..-;f ..I ..t...,............-...�..-.......... .. ... * .! , :.,....-.-�.%.--'... ., ." -- .., '. ........ ­ . - ...: ..: -i -; . STORM DRAIN PIPE 210 HOPE FL OUT=281.08 - :.,;---..--.-....--.....;.:�,.".---.--..'-'::�l-..,.*. D DR -26) :-,;,.:*-:. --.-:.:- .-'.�7-*:--.,-,.z:-.-.--*-..,.,;--'-.-.:.:.'. -..... ..... I .-rx-w wk . ! - . . ., * -, ;--.-.-..,--,-.-**;-.:--".:-..*:'*.,�-..- -.--- * - _._..._.- 00 . .:. ; :.. . ; F..-. , .:.:. . U . i - N..: .%...: -. ! , ­ .- . ..:- .4 .. I I - ............... ..' *: __r I I * : ... -11.33 PE TOP = 289.96 1 _ -BOST: UyLl 1 ,..'.-'...'..-.*'*-.:'-.' ..._ . . * _ _ •..t'."� - ...........I." t . - - - � .. . - .* -.1 .. I I . * " " "; *: ­.' - : � . - =283.9 24" RCP STORM I R.,.._--*.--,-'! --.'.'.*. -'.-'.-'-.'. --.t'.', � 1� . . X, / I I ­-.-:�:.� ...... .-t: --'-' - t. ) I I � � � �� .- :.°.:::...:.°:.... - : OUT I DRAIN PIPE I � * --`•';: -_. `..'�*. .­ * :.' N%\.- . i I . --- -- .-. -.:. - ..-'-. ...:,.. _- _�.. ..: �5;.......; - 27-33 L.F.F 8" ­._­�.�­ - .:t...... ,.:?*.'_�. i I I . ... .... S'n k ,& "I . . . -..-'.- I 1--�' -'Y--, ..*.;, M�ft I . ..... -.-A. '.­`_`_­ i ­� � :. _. . - --. ...�A . I - - �:... "', -­-', -.'. '�: - t: - I I . . r_ .. 44.60 L.F. OF 21 0 HOPE (ASTM D3034) 0 -0. � � - :-.-. -� 1 .44 L.F.L -'.--'-----_t---,:,--_-, 6" 1.1 :.. .,.:. ,1� .: 1 F.VF,jr PVC -4-4 58 I F OF 4" PVC . - _ - . .. � - ._.....f,-.-.-_*. .., '... '. -- I I I - I T.979.26C1.6963 F.979.26 ;.3564 i TX. FIRM # ! F-1443 ; : 511 UNIVERSITY iRIVE EAST SUITE ,' i '04 ; ALLEGE STATIOM1 TX 77840 � PLAN & DES b b IN CIVIL ENGINEERING I H)MRAULICS HYDROLOGY * UTILITI -:,S STREETS SITE PLANS *SUE DIVISIONS www.mitchellandniorgan.com . N OF 7-N AW rq%JJ '.. lll�i 1, /''* r C:l,ll• . #1 Z A � -. * 0 * , JAMES T. BAT NHORST ..................... ­­­­ . a I '. 93631 . %. . --.l..... .... L � 444111fiah" . " . - If 4-. r." - on MAR 23, 11 I Y ML MM : - L3..j .. N ,J M =-a .. a cui <.7 , -5 2 is -0 0 0 : .a 0 E! C? - In .. . .11, .. - - . . W.- . - - .. .,. ._: . -1 - - - . . . : ..::.. . , .. . .. .. . .. (ASTM M294 TYPES 0 SLOPE �..., _"_._­­ M. (A5 M D3OWLEDR-26) �_-*.'_-*t-*--­-�_:_--, V4 .: I . - - - � •_; .. , . I - - I OPEN GRATE G ErKW L iOTES: ­`-: 1. ."'. - " - - . . __ . .. .- .. : .... 1�'.- - . , -0.5Z SLOPE I , .. ..... - ­­ 6. :'. *...... ­­.. W Mill 11 --- ...: (ASTM D3034 SDR -26) ".. I 11 UM NEENAH R-4999* 1. I � . . � ___; * 6, , .: , . V* : , ::�:'.- ":. . - I i ­ - -....-.-. . . . ­­ nletm2aS.90 ' : '.t-- - .....­ .... ....:.. @ -1.04% .1 I . / x2 GRATE PE Q . ­- . :-,-. . i . , ., , . ... � � �. WHERE EXI STING VEGETATION AND GRASS COVER HAVE BEEN BARED -,'. -- - . , . -;.::::::::::.•; ..­ - ---- ,- - 0 ... --'- . -1 - I . AU. A EAS - - -:.:.-.:;. _,�_ :- ­ .:, _. -'.-;,­ . .R , - .. _ I --' . 1.,....- � - - ----.-- PVC FL IN= "N - .. P16 - SM. Yard Inlet . .., OR EQU ...--.-- 3rl F 6" I . I . �� ., ..* ..*.:: ... . �. .... '%w `-:--.,:, .., I A . -t isTRuanc I SHALL 13E ADEQUATELY BLOCK SODDED OR HYDROMULCHED :-v.- 282.7 . - . �... '... I I ./I By , .. .. , - - - ,CMhQ-:. I.— . -%�.-.'�..`..t�'-. I i .. -i,* .W � -'-'1--* So PVC FL, OUT=282.64, T/Inlet--289.20 P ::1 . . It . . , ..�:N ;'� .. ....--:. ­ I . .. . ' AND i WERED U TIL GROWTH IS ESTABUSDHED. IN DEVELOPED AREAS WHERE ... .':i . I $ .0 . - A. - - *,:--, - , - ` .. I � . � GRA IS PRIZS T, BLOCK SOD WILL BE REQUIRED. BARED AREAS SHALL BE ,* %. " ­ - . fl. t. I . . *A . A 0. ­ -, V% . 13" PVC FL IN= ti-1_*.1._1__.'1`.*. -r1.___6S;�_-__1._.`. . CONCRETE PAVING ! W.. . .41111 283.10 . .. - . __ - --- I : - . - ­ . . :..-. . .. ,_'. ­- ,-� , 1- .. ` .. - - .- " . , . .;,.. ,� I � -D WTHIN 14 CAL ., -�*:*.t*_-.,.-.;t�*!,., -. - OD - � ­_*;. � I , ' " - - ;--. 11. SEE NG DETAILS DAR DAYS OF LAST DISTURBANCE. , - . I -C'.,�-.it.;R " PVC FL OUT=2a3.00 ­`-`­­­�-�,.-i.*_. .-� F. ­ ..... W 10. - SEEDE OR -5 LL ­­..�. . . .:: �1.*.-- I . P4 . I . . . 4,�'_ ._.%._-_ - :'J' - .. . . ' ' � . ­­' .. . - .�_: - A .w - . I - ,. ,r.:� ... . .. I , . pR IED E11OS )N CONTROL MEASURES MUST BE INSTALLED DURING THE 'a . ... . .... --.' , ....-I f. "__51\ - - , .--.-`--.-_'.".-,.:.,-. .*. "-:: . 1� �Alr .:--, -.--:.. -: - . A . . . . .. APP � . .,,. -­""­.�� .r. ,.....-..�...... I i - �, ....., - -.*-�-------.-..--*--�-t-.,--;----.-- : I '1- . 4 . . A � '., , i �.., --- ----.- - - ,� 'T I- - .. _,,... I � 1 1/2" - - - ... _ I -.--..- -- - - - eft IM . . . .. - - ... - _ _ x: -,' --- -** *N ---.*-_-----t M - �r. .. . - . . - UT I _.... 4 1 . . -, ... _. I` .:� , % . _�_ I . -7, '::i° =:: . -- -f. .4 _ -.. - .... -----t- q4 � - � ... , , . -STD. J ........... .': ..'. ,� ... .� ��, __ JB1 UNCTION BOX 1" ., . . . - - i I .; --.--"-. .. ..- � - - I - _-.-,:-`.*`-..*-.'z-: ..." ip - � I! . I nON S COMPLETE AND THEN REMOVED BY CONTRACTOR. ..... :: . . . i 0 . . ......- . ..., F_ - .50 . . AFTER CONS '�� __ .. . (h" ,:_ I ENTI P� TIME THO 7 EARTH HAS BEEN BARED' CONSTRUCTION AND SHALL 0 ---."--, - -� TIL L_ 1;� - . . . ..... I * I , 4 F ST,AYI: J PLACE UNTIL CCEPTABLE VEGETATIVE GROWTH IS ESTABLISHED . . . T/BOX= 288.35 I .. �� -_1_.___-_1. I - - IN I I N 0- a -, ll...-..- :. :.. * q (A) ) . Ill, ii . - 1. .i 8" PVC FL IN=282.48 ... :.,,----.:.,t` .. 52.88 LF. OF 8" PVC I 20 WIDE PUBLIC UTILITY . R. :. . _ . �. - !--..r:-: 1: _. . :�-.-.** I'.-' - t . . . - - ALL El OSION ' MEASURES SHOULD BE CLEANED OF SILT AFTER L_ - . ' - J . . . ... 1, -. I ..... F-, . EVERY RAIN. . - .. . '% PROP. CLEANOUT .t_--1`,--`.: r. :. i i 4 - a- 15" HOPE FL IN=282.00 . , -*.- " , § ­ D3034) 0 -0.5X I EASEMENT 4" :E.- N67 __,` 0 ---..: . vcd�i ... 17 . _­- -- �� E . I- ..... ­ - .:., I . 4 - ­ - � . ` �' .'�` - . . . ISHMENT OF VEGETATION MAY BE A WARRANTY ITEM. .. ...:: .. Z., , ... * . .'..,-,-:.-'. -.-:, --::, -,-_._:-_- '-.--. .. ._1 . I I '. - -:.. .......... S " '" - I I , . .. . - 5� V - ' - Ld I . 21 " HOPE FL, OUT=281.40 . I . : I VOL 9497, PG. 120 7 _�__- � . - ........ . I , -.0 !6 C/O TOP = 291.12 �11. ... . . .. � I. �%. --.-. .. � ­­ I . . i . . 4 . :t : _; ­_ -.- ____ - - - 4- LF. OF 8" PVC I.% _. ------ . ,:--.'�t.'_---_-'.­ " .. -__.._.-_.-t. .1 :.��*. . ! . -.,I . .4 : -- _-.-._.,. . - FL KI -284.25 11 . . . . . . - �.: > I . 41 .- . . I -,Z,.�;.:. . . ­ : 11 U - - . .- ..---- - .- - -- D303 . :1 *.,-. . . . . . . . . - aw•` F . - . I . A .1h_-.._.-..__ .. _.. .. .. .� . i ..,­. i....t....... 4) 0 -0.5% �,:-.. t.. .1 . VA .- ....-t.... ... , E.'_. -_ .., . I :. . . . 4 .. . 5 ,:1 - M;U: ..... . .., --. ........,. --:I.. ,'. - - 4 . . 'A ' ECAC I L AREA INCLUDES .' .... .. . . .. I . , !�,.' -.'-. -.--_....5.. . _. P15 - SM. Yard 11 ilell. . ­. . (L , I . . - .. .- , t-- - ... .. .. AS . . . V i SID, I :.-'. � . .., - -- a-. .:-- :---x`�� -,.,:Z, - ... .. - I - . . . . . M A RALK , - I � I I ., - - - -� %'. ^ r .......; l.l..l..,Il I S. STREETS. ALLEYS. . -- --­----. -.-.-.* ­�-­' "' '.' -. 'Ir -­-�. .. -..f ­ .-., -. - .-. .-.'. -'...": -., .,. .. T/Inlet=287.97 * ­ . . ,. . .... - , :--; :�, .. . " � , `­ .." ­, - - - - - .;, a .... I (SAND P iKINI( AREAS) AND SHALL . .. ........ .. - ­ ­ --___t,_.A ___ - " - ` ON *?� ;*"-.'---,-�--­-:,.: ---.'.41:�.. . . .-',--..--.';*%-�.- - , ­ .. , -.--'* "I I I I I , .. ; za? I _ - �..:�` .. _11_'__?k� _- .-... f..... _ .. . - i I 1) 51. .HEY THE URB LINE STRUCTURAL _'­ .... � . , ,%, FL Otff�=2f!3, ....: ­.. I ..., ,;� LJ.J \\ I N I .� Af ,"' _ , . .. . �... , , , -- 72.78 L.F.LF. OF 15" 1 ­ *,­% , - , ... . ACKFIL SHALL ' C EDA T STABILIZED (OPTION I _.__ - -.--- .- - - _,`-*`_, - , "' - - -�-. I HDPE ....... .. ­ - . - , . .. •..... I -.*-**-...--.*------'.-.-I:..�---,.".'----. -I. .. 1-- k NO. 21 II S2-'02) )R b ,'AVATED SOIL COMPACTED di-Ble - '�� 58.71 - _ .. . .... �­- < __ J I . . ­,; - t, . . .. (ASTM M294 TYPE S) 0 -:- �,.--- .. ...-'.-J-- . - : , .'-.*' .*t HEAVY DUTY r8le - 5 . - COLLEGE STA11ON MA0 CE L.P. . ,.: i I . TO 9&. JAXIMUM ENSITY AS PER ASTM D698 IrBle - . I � f/ LOT 7, BLOCK 3 -0.5% SL . OPE _ I (ASTM D3 SDR -2 ­ .1 :.* " : . > � I - WITHIN PTIMIUM T � +4% WET OF OP71MUM - -1 I 1* I M�r, 9-1. PE "' .. i Yl-, 9__*�,:;`�*_'._._�._ -`.., I --- 62.23 L.F. OF '­ . I I (OPTION NO. 11 IN M -O I - . �... . - . - - ­ -1;... - , . . Lr_ . I TOWER POINT SUBDIVISION . " i TRENCH GRATE DETAIL ... . .,-� z * ..-..'..-i.-..-.--.*.-.-.,.--.-...--.�.-_.-.-.:--.-...,�.-.-'-.*.*e,..-..,. . . . ...00 "' ZV 19 .., (ASTM D3034 SDR -26) '_ ___ I I j 11 I - i . .31 - ;----------- 1. i W 6',yo I . -- -- -�----.-.--.----�-.-.-i--..------.-.�-......-..-.-...--- ,--"-4--- . gb- PAVEMENT AREAS . VOL 10076, PG. 73 � I. ...... _,.. .... � I I , ._ _. �. .. ..� . � . ,� It-- -. -.'.'.-. �* - � 0 " NTS I � 4 A01 �,_ t I d . � . I � t;UKKLNI LUNING: Cl -OV __ ­ - z;.----.*-:-*-..-.---�e..-�-.t�.*.a--*.�..�. . �� .-:_� - - - ,- " W- .V -1 .. - V. �w..­t...'. :,Pl,- �, I ------- --- " -`-.,-`. P OP. OUT -- - �-- . " . i'�; � _�...;,_; ...... �.* - .... . _* . - ­* - W � i I . . r- ..:.--,-.-, _.--'---.---t_-- - 21.-.---._-'-.,:---._,�-. -,�--..----.-.-�-,----:.�.,-.--.,..-..,. . .95 _-_ `1' -*fi k -t--. .-. - �. - I I I . . -% *--t,;-:.,-,.,..-..*:-�,*.-.'�-,- - I R (4 � . �� - . . ands 00- , .. •` �'-�'*--,.--.-.-.-.-..,.,.,..�.'-,--.--:.'-.-::---.- � T . _ - . -1 -,.._..•.......:•....;2....,- , *:" -, -- I .- -1 ­=:.... -,-.,_----,-.--i7- - - � .... ...:...- - -,.7.:n.- ki . .... _ -- .- - , - - ...-.'... ': .... ­.��!,;�i . , ­ P'itt�7.' %`, .��.!-.-.Vf��*.�.-.-:,?....7.."***.",.*�-!.:-, _­ :: 444!;��&n .....-. t . , , , - - , ­_ - . . - - ­-�, , . 1._.:•�4.t -.-.-'.*::,-..--.��..-.-.-.--..-.. . ,�`�_` . ... , .. ­. ... ..... - `�'. r. ---- -. •-r- - . " .___ - - --- i -� _..". - - - : - ----. - . ; . i I - �� 7 -'.**-_...__r,. - 5' STD. REC. INLET ...- ......_ � , , � ..:"** '*"-""*,.-.-�-.-.---,..,:�.*.*.:*..*�.,::.�'.-'.Z.** � ... . - ..... ..... � r PROP. CLEANOUT I P13 - - - __ . - - � -, ­:.��:....-.-:. %.`­-_---.' .'.---..:.-:*:' - !,.-.-.I�.-�.*..-.-,.-...,-,..,-.,-.-...--..--: - '. f 11'' . .... * -, --- -, *,----. -`:----`.­-­-­:-­ ,-- --- : ... - z:- t- -:---- -:.--'--'::.:.,.,.,­ .-.'. i::_._,�'."1-1_*.*_____.. t .-.-,.:,:.t:-,.-.:-.,-_:- , . ...'� .":.. ----:- .':':' - ..-. - - _. -.`­ ." ..* I , - __ --.:.- :-�.�":--,.,t---.-,---:,:,r..,�.".�--.-*.,!.:--..,-- -.­­­..­...­- - .x4!!. ­-.��:t-.-,--.--t I i . I -.... T/INLEr=2aS.7O �A-.--_..-_.-.-,-.�,. _........, -.-_­.:.­..: ­ - - * I— C/O TOP = 289.83 1 - . , : .-..-. -V .. .. L'. ; _. . - n. .. .:*' N-_!91-1 ..%- ...- . . . ­....., Ay.7 - PVC FL IN 281.21 - � ­. _­­ "... .--;-:.e..- .. _'_� '. '�---�-'�.-.."�'�it.--,.-.,.,-.,���'*-�;�- . .�.;­ 5' .----,.,..,.-. -"..-.-. - I __ - t ..... - ­­`- - ...... - _ ­,:.-..­. . - .. ...'.Z... - . _-, 6 :--.-* -::.-"-".`.�:�:�:. .�.* :. -: -. tt, - . , , - ,�, -: FL (4")=2 0 .1, .'..*.�r:.'. . 4v_- I I . -:--.-..-�----.-..::-*'.'.-.�--.':':- . . *:�,:1--`.; -*: - ;.:---�--�..--.,--,-..�:.--.-.�.- --,-�--- 84.89 (A) SCHEDULE OF GRATES P11 .EJlW V5708 . P12 EJIW` V5712 ±1_5 NOS 12')(12" SQUARE P111 PLASTIC ORATE OR P17 I EQUIVELANIT I . I b / I , -_ - i__-� -7 -,! I - .� - '%4 - Z , N11, --- I - I . -. I , ... . .... .... , B/C ED I I I - --"^' - ;l` ... .�. -e-.-.- jt .. : ,-. ; KI . .1 .- .-,: C: 'L EX:'. . .. % . 0. '. . - . &Sff1EVAtA:1 0 . . , - � V 0) I � 1 '5 � I (1) . I :� ST ITT13TICTRAL BACKFTLL A_RFA ry . _.. . _: - .: - .. . IL . . - � 15 HOPE FL IN=283.46 1.'1-.:_. �,.�.-.::::::°::::::::.:....:�.;.:....,Z. .. ________ - I I I , •.. ­', f.�:_.::::=::'<::`:.':°:: :.-.:.-. .-:�--::.-.- --.,:-* *** -;-*, ---_::.­T­�*.----:-1�- -.:. - : t *�:----..-­..­---.'­ - .._-- .-- - : ,---_.: . .., _-tt�:---.----: . � ....... ...'. �-.,.- ATE - --,-�:*,.**..*--'-...'---.*..'..-'t.-,:-�,,-.-- - --t, -...-_­ . -­ .......... . . - - :.,,_.t____.._....- ...":. R , 0*.'.' * ". : � "' - - .:�.; . . - , , ", .. . , , I . . ... . - . . , . . ­..... ­_ _ .., A .__'..-1.0.*.'_-_*�..'..._.. -_- . I : * , - , __ i . . - - - � I ' - - _.. - " - ---...." . ,.M ­, -, tt O..., .... 1 -03 t.- -I-------- 15" HOPE FL OUT 282.36 ;'r .'.; .-:.---.:,-.:-I:i.'...-,.".:-.,.,--,.,.*.-...- .-FL=288.07 . R i aleff...-GI - . ' . " ..,.'­­ - - ­. � _:.. I . 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T/INLEr- 300.23 - . 15' WIDE PUBLIC MATERIAL SHALL BE BANK RUN RIVER SAND WHICH IS FREE pip " UNDISTURBED SOIL I ...-, _e� ... .. - �< --.--.---: ---- ---..-----.------. - . . ..x--..-- f V .. . a zi_ _-.--..�--.--, .-.:.---..-. - V 14G - STD. Grate Inlet __ - Z_ I OF DETRIMENTAL QUANTITIES OF CLAY. DEBRIS. OR ORGANIC _� "In r_ I I - - :%.., %­­.. .. . -�_ - - -r-AIQI. F-WOUll., 110 MLIr- I *_ 1• . ,m: 9.0i.-.---�...-..-.:.*-�*..-::.-.. I .;-i -le rKI .. � . - .:.­�-_-_k'..�_--' -_ ..; - __ - __­ - 180 RCP FL IN= 291.62 1 UTILITY EASEMENT MATERIAL AND WHICH. WHEN TESTED BY STA14DARD - _. z - 1 T/Grate=289.30 - -­' .:.;;�� - .1; a* ... : STORM DRAIN PIPE I I I ;.-.,.. - . �­. - - * - �_: VOL 9497, PG. 120 LABORATORY METHODS. MEET THE FOLLOWING REQUIREMENTS- , - , - -'*---.--: --..---- ­.. ` :.:.::•..... " ­ ""••............•....•, ... ... - m­�:­ ­. .....- 1- --- . . :': 12 . _­ .. 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IRRI ETER . .. ...�..,.it...". __ - - 1. ... - - - - 2. ALL BEDDING & INSTALUTI ,N OF PVC PIPE SHALL BE IN ACCORDANCE TO ANSI/AWWA STANDARDS ., . e :- ---- ff z 11 . r I .1 _.. t. I If, J0Z - - FOR PVC PIPE. - - - - . __ -15F I - - - "� ­ ­ . - -_ - . - - a ALL BEDDING & INSTALLA I Ill Tq OF UU I 1111LE I ON PIPE SHALL BE IN ACCORDANCE TO ANSI/AWWA C150/A21-50. . -I-- ­..'-.� 1'...X.. , t, - - r - . � � 1, I..- . .r. , - , _,�- .0 � ..- I � ,. . , '- - . , _ ���. , " , .. .. . I ��,�j --._ - � - - �:�__, - . . ' .. . . - . , �z .:l`1r.*T ,iN, ­ ­ -1 L7 . �. � BEDDING AND TRENCH =_.==___ - 11 i � ,:_ ­ . __ �-,�a!*.r *A". :I*- �__ , � M9_:*:- . 4. COMPACTION SHALL BE A UNED BY CH , .`.:';­­. �.';�-�. ., : :,. "­: �r, ..­­.:.­.--:::.'X:--'A: . -. .":.: - .:. _. - � - V_ --- � ..... . .I.. .. ... It.,-:: HEB GROCERY COMPANY, L.P. . I . IAL TAM TNG. 60 of 4" PVC -,900) , . LOT 12, BLOCK 3 FOR DI PIPE & PVC PIPE 5. ALL TRENCHES SHALL BE� kCK F1 T PAVING OR PLANKING PLACED AT THE END OF � EACH WORKING DAY. I WATER - WL. 0 M.J. R UCER. i : I . - BY OTH a I TOWER POINT SUBDIVISION 1. 6. SEE "OPEN CUT DErAiL9*:i 5 r4-oo, ST4-01, & ST4-02. � - - - - - - - . I & eX9 BEND ./ z I - - - - - - - - - � �� I I VOL 9497, PG. 173 1 PROP. FIRE EXIST. LIGHT POLE f CURRENT 7nkllKlr-- f11 . 11 I i 11 11 F HYDRANT PROP. 1" � BY OTHERS TO BE RELOCATED / PRIVATE DRIVE "139 __1 . . i 11 � - WATER METER N---Wtw 4v __a_*W4_­W_ � - I . � . *.-----.----- . 111I. . It . . - . GRADE . GRADE I I,.W:. pf,;, 11 - Md,tn­ :1 hidggZ4 1, J (AS NEEDED) CLEANOUT PAVING . (AS NEEDED) CLEANOUT - PAVIR I U K I Md 1. Mdg,tz L (AS NEEDED) (AS N )ED) ft 11 . # � 11 . / . I I . '� I 1 C1 11 - , . i I.,\ -W .. .. IV - ( 7 EXIST. 2-4" IV .- . I 5.. � , , - - -- 4_1 . - � _._ T- I'll APR 1.8 2011 r2Ar%tr r_Lx_%.1r%lL1RL_ 1.1VIVU1.11111 I .. I . . NEEDED) CLEANOUT PAVING � 12n WATERLINE -BY . - / LLEGE STATIO (AS NEEDED, COLLEGE STATION ,�A'RKETPLACE.LP. I OTHERS . CLEANOUT STACK 14"X14')W` 14"XleXe I I ( INGIN0111RING 19 F57-25�11111ff LOT a 14' WIDE PRIVATE ACCESS & DIP OR PVC CONCRETE CONCRETE - I .. . . ' r SUBDIVISION PUBLIC UTILITY EASTMENT � / TOWER POINI UNPaTTED . VOL 10076, PG. 73 1 . / CURRENT YINING: C1 -0V . I I I CI . 1126 \ IV, . � . \ . . / ; . . \ Is I of SE . 1 . . I . . --- T - 7 r DIA. OF PIPE LINE ON PLANS -i- &Ji: - I IN LINE TWO WAY CLEANOUT N.T.S. CLEANOUT STACK DIP OR PVC DIA. OF PI r_ - / r SEWER LINE ON t � 490 WYE I IN LINE ONE WAY CLEANOUT N.T.S. . I i i - CLEANOUT STACKI 47X14"X4" DIP OR PVC CONCRETE i ; i i DIA. OF PIPE I I ON 11PLANS - I -SEWER LINE IT END OF LINE ONE WAY CLEANOUT N.T.S. 10_t5o 11( 7" > � 4 .fil`lll"""l`ll 1C V -ft V. - I , i i - : _ QX (3 , .. D) - I-, I i . I *ft%- I I,. 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R u - z z m ���� W����,, I � L,__.4 — CT SHEET . ; I i � I � OF ) � ;5" LOT 8, BLOCK 3,, TOWER PO/NT SUBDIVISION 4450 SH6 SOUTH COLLEGE STAT/ON, TEXAS MARCH, 2011 ENGINEER: MITCHELL & MORGAA-1 L.L.P. 5>1 UNIVERSI.TYDRIVEE-m., QUITE204 COLLEGE STATION, TEXAS 77840 (979) 260-6963 VICINITY MAP (NOT TO SCALE) INDEX OF SHEETS COVERSHEET 01 SITE PLAN 02 GRADING & EROSION CONTROL PLAN 03 UTILITY PLAN 04 PAVING & JOINTING PLAN 05 EMBEDMENT & TRENCH SAFETY DETAILS D B/CS STANDARD DRAINAGE DETAILS SW B/CS STANDARD SIDEWALK DETAILS W B/CS STANDARD WATERLINE DETAILS L LANDSCAPE PLAN a X Rr FO JER -' ITE7�IVE 400 1716BR _ --�- -- RE ! I 77m`Q 2 I V0 (979) 2-:2 X00 0 �\ �• �AMES • T. • BNHORST ...... 936 • :• L7 AV o on MARCH 2 2011 annin iei PROJECT BENCHMARK: STATE HIGHWAY 6 (Variable Width ROW) -CITY OF COLLEGE STATION 20' WIDE ELECTRICAL EASEMENT VOL. 723, PG. 689 - -BRICK PAVERS SEE DETAIL THIS SHEET COLLEGE STATION MARKETPLACE LOT 7, BLOCK 3 TOWER POINT SUBDIVISION VOL. 10076, PG. 73 CURRENT ZONING: C1 -OV 15' WIDE PUBLIC UTILITY EASEMENT Vol 10076 Pg 73 PROP. CROSSWALK -BRICK PAVERS / SEE DETAIL THIS SHEET 5' WIDE PUBLIC UTILITY EASEMENT '1� Vol 10043 Pg 287 CONDUIT PPI nrATc IrVICT 6" M.J. TEE W/ 15LF of 6" WL EXTENSIONS BY OTHERS. Md`' 1 �;�, t __-_ _lam,__- -- �i;d4�7; - - ��, Jt{ ' FIRE HYDRANT , -BY OTHERS n - - - - - - - - - - - - - - - - - - - - - - - - - - - - r T - - - - - - - - - - - - - - - - - - - - - - - - 1 COLLEGE STATION ARKETPLACE L.P. LOT 9, OCK 3 14' WIDE PRIVATE ACCESS & TOWER POIN SUBDIVISION PUBLIC UTILITY EASTMENT UNP ED VOL 10076, PG. 73 CURRENT ZfDNING: C1 -OV U --EXTERIOR FACE OF BUILDING -CONCRETE CURB BEYOND 1 " Bedding of Washed 6, 7 "x "x "Holand 7" CONCRETE O 7 CONCRETE ,1 a" DIA. STEEL PIPE RAIL WITH D DIA. PAVEMENT Concrete Sand with ,1„ 6 PAVEMENT STEF�L POSTS. CLOSE RAIL ENDS WITH `'� Stone Brick Paver 1/4" TEEL PLATE. PRIME 8 PAINT Geotextile Filter fabric (Typ.) -- -SEE B3 A-102 ONCRETE PAVING �, t a ;...... _ fflm 5 ''•.+i.- ... ...._._.., '�`� '. :a...., .:;:... WRAP W/ 15# FELT PRIOR TO " e .. • 1t / PLACING CONCRETE SET RAIL TO FOLLOW PAVEMENT SLOPE - ' ' POSTS SHALL BE SPACED EQUALLY (6'-0") MAX AND 6" FROM EACH END. ALLOW 3" BETWEEN SECTIONS AND BETWEEN CONCRETE 6" Lime Stabilize 5" CONCRETE #4" BARS 19' MAX. 3" CURB Ir Subgrade PAVEMENT 12 OCBW ,-, CROSSWALK DDA lL 6" LSubgSatadeilized 6'-O" MAX. 6" SECTION B -B STEEL EDGING DETAIL N N.T.S. -BY OTHERS (min) NTS 12" PUBLIC UTILITY EASEMENT VOL. 10076, PG. 73 A FIRE DEPARTMENT CONNECTION ® WATER METER '"' WATER VALVE Qm EXIST. STORM F --"- SANITARY SEWER CLEANOUT 06 JUNCTION BOX------, STORM DRAIN CURB INLET \ : --PROP. 21" RAMP WITH ADA PAVERS TRANSFORMER PAD HDPE STORM ---------- - - - - - - ELECTRICAL SWITCH GEAR DRAIN PIPE) `\ o SANITARY SEINER 10" SANITARY SEWER -BY OTHERS o MANHOLE ( -BY OTHERS �r 0 PSS 110 P - - - - - W m -- - EXIST. PUBLIC 36" RCP .` STORM DRAIN PIPE _„ A -BRICK PAVERS SEE DETAIL THIS SHEET COLLEGE STATION MARKETPLACE LOT 7, BLOCK 3 TOWER POINT SUBDIVISION VOL. 10076, PG. 73 CURRENT ZONING: C1 -OV 15' WIDE PUBLIC UTILITY EASEMENT Vol 10076 Pg 73 PROP. CROSSWALK -BRICK PAVERS / SEE DETAIL THIS SHEET 5' WIDE PUBLIC UTILITY EASEMENT '1� Vol 10043 Pg 287 CONDUIT PPI nrATc IrVICT 6" M.J. TEE W/ 15LF of 6" WL EXTENSIONS BY OTHERS. Md`' 1 �;�, t __-_ _lam,__- -- �i;d4�7; - - ��, Jt{ ' FIRE HYDRANT , -BY OTHERS n - - - - - - - - - - - - - - - - - - - - - - - - - - - - r T - - - - - - - - - - - - - - - - - - - - - - - - 1 COLLEGE STATION ARKETPLACE L.P. LOT 9, OCK 3 14' WIDE PRIVATE ACCESS & TOWER POIN SUBDIVISION PUBLIC UTILITY EASTMENT UNP ED VOL 10076, PG. 73 CURRENT ZfDNING: C1 -OV U --EXTERIOR FACE OF BUILDING -CONCRETE CURB BEYOND 1 " Bedding of Washed 6, 7 "x "x "Holand 7" CONCRETE O 7 CONCRETE ,1 a" DIA. STEEL PIPE RAIL WITH D DIA. PAVEMENT Concrete Sand with ,1„ 6 PAVEMENT STEF�L POSTS. CLOSE RAIL ENDS WITH `'� Stone Brick Paver 1/4" TEEL PLATE. PRIME 8 PAINT Geotextile Filter fabric (Typ.) -- -SEE B3 A-102 ONCRETE PAVING �, t a ;...... _ fflm 5 ''•.+i.- ... ...._._.., '�`� '. :a...., .:;:... WRAP W/ 15# FELT PRIOR TO " e .. • 1t / PLACING CONCRETE SET RAIL TO FOLLOW PAVEMENT SLOPE - ' ' POSTS SHALL BE SPACED EQUALLY (6'-0") MAX AND 6" FROM EACH END. ALLOW 3" BETWEEN SECTIONS AND BETWEEN CONCRETE 6" Lime Stabilize 5" CONCRETE #4" BARS 19' MAX. 3" CURB Ir Subgrade PAVEMENT 12 OCBW ,-, CROSSWALK DDA lL 6" LSubgSatadeilized 6'-O" MAX. 6" SECTION B -B STEEL EDGING DETAIL N N.T.S. -BY OTHERS (min) NTS 12" PUBLIC UTILITY EASEMENT VOL. 10076, PG. 73 A FIRE DEPARTMENT CONNECTION ® WATER METER '"' WATER VALVE Qm FIRE HYDRANT --"- SANITARY SEWER CLEANOUT 06 SANITARY SEWER MANHOLE STORM DRAIN CURB INLET RAMP WITH ADA PAVERS TRANSFORMER PAD ae ELECTRICAL PULL BOX sc ELECTRICAL SWITCH GEAR PARKING REQUIREMENTS 3670 SQFT BDLG./250 = 15 Parking Spaces Required = 29 Parking Spaces Provided plus 16 spaces in teller window queus Handicap Parking: Per Table 2 Section 4.1.2 of TAS for 26-50 needs 2 Spaces 29 Total 2 H.C. Spaces Required INTERIOR ISLAND REQUIREMENTS Interior Islands Required = 13/15*180=156 Sq Ft Interior Islands Provided = 458 Sq Ft 3 EL NUMBER # OF BICYCLES RACK LENGTH RB 05 5 38.375" I `\ \ n. t. s. °� \ `Y SITE j \' Z. INK W I VICIN GENERAL CONSTRUCTION NOTES: 1. It shall be the responsibility of the Contractor to verify the exact location of ALL existing un ground company representatives a minimum of 48 hours in advance of any excavation. a. Contact Dig Tess ® 1-800-344-8377 b. Contact Kimberly Winn ® ATMOS 774-2506ED C. Contact Mike Lavender ® Suddenlink 846-2229 CO "J 20' WIDE PUBLIC UTILITY d. Contact Isabel Cantu ® BTU 821-5770 EASEMENT e. Contact Mitchell Gas 0 779-4460 APF 8 101 VOL. 9497, PG. 120 f. Contact Union Pacific Resources ® 778-8525 g. Contact Richard Wallace ® Verizon 821-4752 CL.L " -- 1 h. Contact Gllbert Ramirez ® CSU (ELectrical) 764-6255 e i. Contact Butch Willis ® CSU (Water/Wastewater) 764-3660 i�� 2. All construction shall be in accordance with the current City of College Station (C.S.) StandaSpecific, Water and Sewer and Generals, 2008, and BCS Unified Design Details. All inspection shall be perfo d by tl coordinated with the City of C.S. City Engineer. l 3. In lieu of using the construction materials indicated in these plans, the Contractor shall obtain written Construction. Requests for changes should include product information and an engineers seal wherei pplicabli time spent reviewing changes and redesigning based on contractors requests. 4. Trench Safety Requirements shall be in accordance with O.S.H.A. Standard 29 CFR Part 1926 bpairt F 5. TRENCHING AND BACKFILLING: All trenching and backfilling shall conform to the specifications 31t out t Owner's expense, to verify these standards. Any retesting due to substandard work shall be at the expernse, shall extend 5' beyond the curb lines of all streets, alleys and parking arras. 6. It is the responsibility of the contractor to comply with all State and Federal Regulations regar Ing Can I the contractor shall coordinate all proposed work and procedures with the City of C.S. Electrical Di ; on. , 7.5' SIDE 7. All materials & labor not identified as a Separate Bid Item shall be, considered subsidiary to tKe item SETBACK furnished and installed unless otherwise noted. P 9 P plans. 8. The Contractor must rovide construction stakin from the Information, rovide on these, 9. All soil exposed by construction shall receive cellulose fibermulch,'seeding. 10. Trenches may be left open overnight if properly barricaded. j 11. Adjustment of Water Meters, Valves, Manholes, Irrigation Systems, anil any other Public or PriNa Utility, shall be subsidiary to the construction of Sewer Line, Force Main, etc. " 12. The contractor shall coordinate with Atmos, Suddenlink Communications, BTU, CSU, and Verizon o adjus I 13. The contractor is responsible for traffic control. This is not a separate pay item. I 14. Temporary spoil areas will be identified on site by owner. 15. All roof and ground -mounted mechanical equipment shall be screened from view or isolated sc I s not t within 150' of the subject lot, measured from a point five feet above grade. Such screening shat be coorc I 15' WIDE PUBLIC unified appearance. UTILITY EASEMENT 16. Exterior Building and site lighting will meet the standards of Section 7.10 of the Unified Developent,Or( VOL. 9497, PG. 120 and no fixture shall directly project light horizontally. Fixtures will be mounted in such a manner t t the F 17. Contractor shall provide parking lot striping in accordance with the layout shown on this plans. " 18. All storm sewer and sanitary sewer being constructed with this site plan is private. 19. There will be a residential rollout dumpster located on this site and will be contained in the scr : ned' se _ paper waste. CS Sanitation has agreed to this arrangement. _.. - 20. This property is considered part of a building plot which includes Tower Point Lots 7-118 and -27, E Architectural Standards applicable to building plots over 150,000 square feet. j SITE PLAN NOTES: EVIEWED �- 1. Name of Project: The Bank & Trust - Tower Point FORs 2. Address: 4450 SH6 South College Station, Tx 3. Owner: The Bank & Trust HEB GROCERY COMPANY L.P. C/O Jerry Fox I 1 A NLp LOT 12, BLOCK 3 � 1716 Bnarcrest Drive Suite 400 E 1 TOWER POINT SUBDIVISION Bryan,99) 260- 2100802 Q VOL. 9497 PG. 173 4. Engineer: Mitchell & Morgan, L.L.P. APR 1 $ 011 V� CURRENT ZONING' C1 511 University Drive East, Suite 204 CULL"UL ¢ ^ lull College Station, Texas 77840 (979) 260-6963 DEVELOPMENT SERVICES 5. Zoning: C-1 OV -Overlay FiLEDo 6. Existing Use: Undeveloped -Vacant Propose LZbg 7. Setbacks: Per City of College Station Ordinances 8. Site Area: 1.5 acres 9. Water Demands (Per Unit) : Min.= 0 gpm, Avg.= 20 gpm, Peak= 40 gpm 10. Sanitary Demands: 9600 GPD Max., Min.= 0 GPD, Avg. = 2400 GPD (Per Unit) 9 This site does not lies within the 100 -year floodplain boundary per FEMA's Flood Insurance Rate Map panel 48041CO182 C. Effective date: July 2, 1992. „ I iScale• 1 1 inch 20 feet T PARMNG ONLY All curbs and curb ends designated as SURF firelanes on plans shall be painted red FLAT MOL with 4" (four inch) white lettering stating "FIRE LANE -NO PARKING -TOW AWAY ZONE" Wording may not be spaced for than fifteen (15) feet apart. In addition to the curbs being striped, a fire lane sign 12" wide and 18" in height (as seen hereon) shall be mounted at each entrance.* * 8" (eight inch) high red stripe and 4" (four inch) white lettering may be striped on the surface of the pavement behind parking stalls in lieu of signage. -FIRE LANE NO PARKING -TOW AW!Nf ZONE *FIRE LN* STRIPING 18" x 12" See Ordinance for additional Information FIRE LANE SIGN 1 V MAP s. Furthermore, the Contractor shall contact all utility CER�l/rr4 Yl N t. ' YSMln � S E3 REQUIRED ff for Street Construction, B/CS Unified Technical Specifications, f of the City Engineer of C.S. All construction shall be al from the City Engineer for any substitution prior to contractor shall be financially responsible for the engineer's all federal, state and local regulations. Testing shall be provided by a certified laboratory, at the Contractor. Structural areas shall include all sidewalks and )n activities near energized overhead power lines. Additionally, :h it is used. All materials and equipment shall be both etc.are riot separate pay items. The Price of the adjustment the location of existing facilities. be visible from any public right-of-way or residential district 3ted with the building architecture and scale to maintain a ❑nae. The light source shall not project below an opaque housing jected cone of light does not cross any property line. card. The Bank & Trust has provided a private shredder for all i for the purpose of signage, landscaping, and Non -Residential 38.375" W505flill 35 1 /4" I 10 1 /4" INGROUND 3" ANCHOR " MOUNT 2 3/8 MIO EL NUMBER # OF BICYCLES RACK LENGTH RB 05 5 38.375" WITH UNITS MADE FROM: ASTM A53, SCHEDULE 40 375" OD X 0.154 WALL) 'AYDRAULICALLY BENT L, FOT DIPPED GALVANIZED AFTER FABRICATION UP �Plannina PROJECT BENCHMARK: SAND BAG T/aI = Top of Pavement T/C = Top of Curb STORM WATER PO UT ION PREVENTION PLAN GENERAL NOTES MMVM : Gmwaaaw-c.ncant Pas-B09A q GENERAL PLo11Eo: 03 Sap2W - 1m Pm 1. All Vo tractor vehiclesincluding employee's vehicles, shall park within the project 'sit to minimize t affic on the public streets adjacent to the work site entrance. ontroctowill rovide sufficient parking areas to accommodate his vehicles y areas disturbed or destroyed by vehicular parking will be repaired to origins condition prior to completion of project. 2. Can r I ors' sho I ensure that no dirt from the project accumulates in the existing streets. If dirt or debris from the project site accumulates on adjacent streets, the contract)r shall; immediately clean those areas. 3. Con Iator shall plac�' erosion control protection at appropriate downstream locations minimize silt and debris from leaving the construction site and entering�t a drainagl6 system. 4. If q fired on the puns, the contractor shall maintain a vehicle wash down area of sufficient ize and i' a location to facilitate cleaning his vehicles prior to leaving the work site. 5. Once fegetation is well established contractor is responsible for removing all temporary erosion i ntrol measures (i.e. silt fences, rock check dams, etc.) 6. StrLIC iiral controls shall be installed as soon after clearing as practical and maintai a( in good Working order until the site is stabilized. 7. Alte to structural controls may be utilized if approved by Engineer. 8. The ntractor 11hail I omply with the TCEQ STORM WATER DISCHARGE PROGRAM and is resp n tie for completing and filing the appropriate forms. CINDER BLOCK FILTER FABRIC NOT TO COVER DRAIN INLET Ro>< C� r PpP(Ty?.) i BAG - . FILTER Y' FABRIC HAY BALES ROCK SIZE—` c .c 3/4" TO 1-1 /2" I, METAL T -POST NOTE: AS REQ'D. TO MAINT TEMPORARY DEVICES AROUND STORM DRAINS ARE USED TO DETAIN AND/OR FILTER SEDIMENT -LADEN RUNOFF. T'E SEDIMENT TO SETTLE PRIOR TO DISCHARGE INTO A STORM DRAIN INLET OR CATCH BASIN. SAND BAGS SHALL BE UV RESISTANT AND MUST NOT DEGRADE DUE TO ATMOSPHERIC CONDITIONS. STO SAND BAGS SHALL BE REPLACED UPON FIRST SIGN OF DETERIORATION. �l MINIMUM 12' SHALL BE FULL WIDTH OF SITE ENTRANCE 6" MIN. DEPTH STONEVARI (ASTM D448, 3" TO O' 5" DIAMETER) OVER 50. TO 1 0 GEOTEXTILE FABRIC WITH SAME SQUARE �piw Ut FOOTAGE. A EXISTING STREET STONE IS TO BE MAINTAINED N OTE: 6" MIN. DRESS WITH ADDITIONAL STONE AS NEEDED. FE SO ASTO PREVENT CONSTRUCTION TRAFFIC GEOTEXTILE FROM TRACKING MUD ONTO FABRIC ADJACENT PUBLIC STREETS. SECTIONAA� SUBGRADE CONSTRUCTION EXIT SILT CONTROL METAL T -POST -� AS REVD. TO MAINTAIN. SPACED 6' APART SILT FENCE AND/OR -- HAY BALES TO BE USED IN AREAS OF DRAINAGE FLOW. NATURAL GROUND- / 4"X4" MIN. TRENCH SILT FEN TI I / FASTENED TO 4" INLET PROTECTION SWPPI-00 GENS NOTES: T.979.260.6963 F.979.2 0.3564 TX. FIRM F-1443 511 UNIVERS171 DRIVE EAST SUITE:204 COLLEGE STATI N, TX 77840 PLAN & DESIGN iSPECIALISTS IN CIVIL ENGINEERING HXDRAULICS HYDROLOGY • UTI IVES STREETS SITE PLANS *SUBDIVISIONS www.mitchallar.idmorqan.com AW t*•o *• / ATENHORSTJAMEST dor .:;....•. .......... 9331 oN � =�� on MAR Z3, 2011 M 2mm o� N � m MC 0 Q �C U Mg?xa� V) c 0 a� ry 0 z Q SI Property Una AREAS WHERE EXISTINGOSHALL ELY High Point SECURE LYABTOC HAVE BEEN BARED BY CONSTR CTIONALL EANDRASS ADEQUA 000.00 Existing Grade -POS;T ' nnn-nn Proposed Grade Proposed Sanitary Sewer Lines ' Proposed Water Unee GROWTH IS ESTABLISHED. IN DEVELOPED AREAS WHERE GRASS Proposed Gas Unee - _ Proposed Electrical Unee OF FILTER 'A TRENCH FABRIC TO EXTEND AND BE ANCHORED IS PRESENT, BLOCK SOD WILL BE REQUIRED. BARED AREAS SHALL BE SEEDED OR SODDED WITHIN 14 CALENDAR DAYS OF SIR Fence ITH COMPACTED 000.00 1 + Proposed T/P xx.xxx Proposed T/C ,Elevation Elevation T/aI = Top of Pavement T/C = Top of Curb STORM WATER PO UT ION PREVENTION PLAN GENERAL NOTES MMVM : Gmwaaaw-c.ncant Pas-B09A q GENERAL PLo11Eo: 03 Sap2W - 1m Pm 1. All Vo tractor vehiclesincluding employee's vehicles, shall park within the project 'sit to minimize t affic on the public streets adjacent to the work site entrance. ontroctowill rovide sufficient parking areas to accommodate his vehicles y areas disturbed or destroyed by vehicular parking will be repaired to origins condition prior to completion of project. 2. Can r I ors' sho I ensure that no dirt from the project accumulates in the existing streets. If dirt or debris from the project site accumulates on adjacent streets, the contract)r shall; immediately clean those areas. 3. Con Iator shall plac�' erosion control protection at appropriate downstream locations minimize silt and debris from leaving the construction site and entering�t a drainagl6 system. 4. If q fired on the puns, the contractor shall maintain a vehicle wash down area of sufficient ize and i' a location to facilitate cleaning his vehicles prior to leaving the work site. 5. Once fegetation is well established contractor is responsible for removing all temporary erosion i ntrol measures (i.e. silt fences, rock check dams, etc.) 6. StrLIC iiral controls shall be installed as soon after clearing as practical and maintai a( in good Working order until the site is stabilized. 7. Alte to structural controls may be utilized if approved by Engineer. 8. The ntractor 11hail I omply with the TCEQ STORM WATER DISCHARGE PROGRAM and is resp n tie for completing and filing the appropriate forms. CINDER BLOCK FILTER FABRIC NOT TO COVER DRAIN INLET Ro>< C� r PpP(Ty?.) i BAG - . FILTER Y' FABRIC HAY BALES ROCK SIZE—` c .c 3/4" TO 1-1 /2" I, METAL T -POST NOTE: AS REQ'D. TO MAINT TEMPORARY DEVICES AROUND STORM DRAINS ARE USED TO DETAIN AND/OR FILTER SEDIMENT -LADEN RUNOFF. T'E SEDIMENT TO SETTLE PRIOR TO DISCHARGE INTO A STORM DRAIN INLET OR CATCH BASIN. SAND BAGS SHALL BE UV RESISTANT AND MUST NOT DEGRADE DUE TO ATMOSPHERIC CONDITIONS. STO SAND BAGS SHALL BE REPLACED UPON FIRST SIGN OF DETERIORATION. �l MINIMUM 12' SHALL BE FULL WIDTH OF SITE ENTRANCE 6" MIN. DEPTH STONEVARI (ASTM D448, 3" TO O' 5" DIAMETER) OVER 50. TO 1 0 GEOTEXTILE FABRIC WITH SAME SQUARE �piw Ut FOOTAGE. A EXISTING STREET STONE IS TO BE MAINTAINED N OTE: 6" MIN. DRESS WITH ADDITIONAL STONE AS NEEDED. FE SO ASTO PREVENT CONSTRUCTION TRAFFIC GEOTEXTILE FROM TRACKING MUD ONTO FABRIC ADJACENT PUBLIC STREETS. SECTIONAA� SUBGRADE CONSTRUCTION EXIT SILT CONTROL METAL T -POST -� AS REVD. TO MAINTAIN. SPACED 6' APART SILT FENCE AND/OR -- HAY BALES TO BE USED IN AREAS OF DRAINAGE FLOW. NATURAL GROUND- / 4"X4" MIN. TRENCH SILT FEN TI I / FASTENED TO 4" INLET PROTECTION SWPPI-00 GENS NOTES: T.979.260.6963 F.979.2 0.3564 TX. FIRM F-1443 511 UNIVERS171 DRIVE EAST SUITE:204 COLLEGE STATI N, TX 77840 PLAN & DESIGN iSPECIALISTS IN CIVIL ENGINEERING HXDRAULICS HYDROLOGY • UTI IVES STREETS SITE PLANS *SUBDIVISIONS www.mitchallar.idmorqan.com AW t*•o *• / ATENHORSTJAMEST dor .:;....•. .......... 9331 oN � =�� on MAR Z3, 2011 M 2mm o� N � m MC 0 Q �C U Mg?xa� V) c 0 a� ry 0 z Q SI AREAS WHERE EXISTINGOSHALL ELY STENED SECURE LYABTOC HAVE BEEN BARED BY CONSTR CTIONALL EANDRASS ADEQUA -POS;T & WIRE MESH BLOCK SODDED OR HYDROMULCHED AND WATERED UNTIL GROWTH IS ESTABLISHED. IN DEVELOPED AREAS WHERE GRASS B" INTO OF FILTER 'A TRENCH FABRIC TO EXTEND AND BE ANCHORED IS PRESENT, BLOCK SOD WILL BE REQUIRED. BARED AREAS SHALL BE SEEDED OR SODDED WITHIN 14 CALENDAR DAYS OF ITH COMPACTED BACK FILL LAST DISTURBANCE. LOW 2.5' SLOPE TO 5' AT TOE OF FOR SEDIMENT TO APPROVED EROSION CONTROL MEASURES MUST BE INSTALLED ACCUM' LATE. ALIGN FENCE DURING THE ENTIRE TIME THAT EARTH HAS BEEN BARED BY ALON SLOPE CONTOURS. CONSTRUCTION AND SHALL STAY IN PLACE UNTIL ACCEPTABLE VEGETATIVE GROWTH IS ESTABLISHED AFTER CONSTRUCTION IS OF FLOW COMPLETE AND THEN REMOVED BY CONTRACTOR. ,_JIREC-110m CONTROL MEASURES SHOULD BE CLEANED OF 4" 11 SILT ARFTER EVERY RAINOSION ASSEMBLY SWPPi-03 �Plann� 0 H I� C�7 Q� V O U ng FII C��;� 00 � PROJECT BENCHMARK: CITY OF COLLEGE STATION 20' WIDE ELECTRICAL EASEMENT VOL. 723, PG. 689 CAUTION! CONTRACTOR SHALL FIELD VERIFY DEPTH OF EXISTING FIBEF? OPTIC LINE — — — . — . — . — . — . — . — — . — . — . . — - 2g5 / 913 STATE HIGHWAY 6 "____CONDUITS FOR TELEPHONE 1-4" CONDUIT FOR CTV 1-4" CONDUIT FOR FIBER OPTICS N � � __� �__' I q-1-71 , Md<<Z L FMd<<Z;,. Md"Z L Md<<Z - -------------------EXIST.CAL --CONDUIT� --------------------- -- ELECTRICAL 12" WATERLINE -BY OTHERS COLLEGE STATION ARKETPLACE L.P. LOT 9, ��OCK 3 14' WIDE PRIVATE ACCESS & TOWER POIN1 SUBDIVISION PUBLIC UTILITY EASTMENT UNPL'ATTED VOL. 10076, PG. 73 CURRENT ZONING: C1—OV A 6" 8 6" C 8" NOTE: Stant approved equi the words 'St adjustment to / / ilk yam....,:. i:. ...,! .....a-.,� �. I 4o' WIDE S�c� fiTN/� PUBLIC UTILITY EASEMENT VOL. 10076, PG. 73 - 3a -RCP r ry0j) 1` I 3l, EXtST —PUBLIC r^ I 24" RCP STORM DRAIN PIPE I 3r1'M GAP ( •4 0 A e 0 I 20' WIDE PUBLIC UTILITY I (AS N 6" OPEN GRATE NEENAH R-4999 65"x24- GRATE (TYPE Q) OR EQUIVALANT A CONCRETE PAVING °.A SEE PAVING DETAILS ° 4 A I EASEMENT 6„ VOL. 9497, PG. 120Lli ° v II ° 4- A 6'e 4 A A Q ? I ° ° LL1 Q I HEAVY DUTY '- ' TRENCH GR1TEr E - I NTS �(I i I SCHEDULE OF GRATES PI1 EJIW V5708 P12 EJIW V5712 P15 NDS 12"X12" SQUARE PI6 PLASTIC GRATE OR P17 I EQUIVELANT � 1 I jI t 1 E Seale: � I I r 1 loch � 20 feet � Q> t I 15' WIDE PUBLIC PUBLIC 18" RCP " I UTILITY EASEMENT M DRAIN PIPE T I VOL. 9497, PG. 120 HEB GROCERY COMPANY, L.P. LOT 12, BLOCK 3 TOWER POINT SUBDIVISION VOL. 9497, PG. 173 CURRENT 7nKLlnl(r• r 1 GRADE CLEANOUT (ASPNEEDED) CLEANOUT STACK _ I ( (14"X14"X4" DIP OR PVC CONCRETE Im Vulcan V1342 or marked with the City Logo and 3st concrete grade Ring(s) for Height) NE NOTES: I AIL AREAS WN RE IXISTING VEGETATION AND GRASS COVER HAVE BEEN BARED B 1 ONSf RUC'' ON SHALL BE ADEQUATELY BLOCK SODDED OR HYDROMULCHED A14D WATERED UNTIL GROWTH IS ESTABLISDHED. IN DEVELOPED AREAS WHERE G �, S IS!PRE ENT, BLOCK SOD WILL BE REQUIRED. BARED AREAS SHALL BE S ED Of3 SODDED WITHIN 14 CALENDAR DAYS OF LAST DISTURBANCE. A:lf OVEDER JSION CONTROL MEASURES MUST BE INSTALLED DURING THE E41E TIME THAT EARTH HAS BEEN BARED BY CONSTRUCTION AND SHALL S IN PLAC1 LINT L ACCEPTABLE VEGETATIVE GROWTH IS ESTABLISHED A R CONSit CTI N IS COMPLETE AND THEN REMOVED BY CONTRACTOR. A L EROSION DONT OL MEASURES SHOULD BE CLEANED OF SILT AFTER E Y RAIN. EI BLISHME OF GETATION MAY BE A WARRANTY ITEM. STRU TUBAL BA,-KI14 !,AREA INCLUDES ALL AVED,'AR S (S DEWALKS, STREETS, ALLEYS, DRI AYS�AND PARKING AREAS) AND SHALL EXTE D 5 TREY ND TOE CURB LINE. STRUCTURAL BA611 ILL SMALL BE CEMENT STABILIZED (OPTION N01' IN 52-02) OR EXCAVATED SOIL COMPACTED B/C �� ; T0�9 % MAXIRY DENSITY AS PER ASTM D698. 1 WITHI OPT1MUtTO4% WET OF OPTIMUM 0";�' (OiT)N NO. 1 �11 S2 II 02) J'/""' y% 5' PAVEMENT AREAS DIA. OF PIPE SEWER LINE ON PLANS T IN LINE TWO WAY CLEANOUT N.T.S. CLEANOUT STACK DIP OR PVC GRADE CLEANOUT (AS NEEDED) , 14"X14 DIA. SEWER LINE ON 45a WYE IN LINE ONE WAY CLEANOUT N.T.S. • . OF PIPE IN PLANS SEWER LINE T END OF LINE 0 N E WAY C LEANCLUT W; N.T.S. T.979.26 it .6963 F.979.2!61 I D.3564 TX. FIRM #I F-1443 511 UNIVERSITY DRIVE EAST SUITE 204 COLLEGE STATIO , TX 77840 PLAN & DESIGN PECIAUSTS IN CIVIL ENGINEERIN HRAUUCS I YD HYDROLOGY x U11L,I ES STREETS SITE PLANS + St BDNISIONS www.mitchellanc'morgan.com 1 i, C.e . • •; �. JAMES , T. • B. TENHORST•X0 .......936 1 .....:% jt F ••.,CEN... •'e��.: on MAR 215, 2011 m � M 0 C'4 m vim• � of Y <.21 RU, TURAL i-r--B/C 5. BACKFILL AREA. AO SELECT NATIVE MATERIAL MATERIAL EXCAVATED FROM THE DITCH, .(WHICH IS FREE OF ORIG111 FUTURE I AL ST OUND IN EET AREA ROCKS, LUMPS, CLODS, OR DEBRIS LARGER THAN TWO (2) 0 INCHES IN THE LARGEST DIMENSION), COMPACTED TOA ( 2' AO SELECT MATERIAL ' '' MINIMUM OF 90% OF MAXIMUM DENSITY AS DETERMINED BY -- K .r: 448 �_� ' •;" ASTM D698 (STANDARD) AT A MOISTURE CONTENT WITHIN �_ OPTIMUM TO +4% OF OPTIMUM UNDER NON-STRUCTURAL SELECT ATER AL �_ ,. •,. © CEMENT STABILIZED AREAS (ie ... YARDS, PASTURES, EASEMENTS) AND TO A 12" MIN. MINIMUM OF 98% OF MAXIMUM DENSITY AS DETERMINED 't.' �.��•• BY ASTM D698 (STANDARD) AT A MOISTURE CONTENT WITHIN >., (MANUALY CONSOLID TE ..c•,,,, .•:, ;:;•; ,;.N;:.; SAND 12" MIN' ;.`';'`i; '•: ©(MANUALLY CONSOLIDATE OPTIMUM TO +4% OF OPTIMUM UNDER NEW STREET AND i; AT OPTIN IJM !ti` AT OPTIMUM PAVEMENT AREAS. ""''' 6" BELOW :`:'cc•:i;<:;•;; PIPE BELL ,`.a' :`= "` MOISTU E) , . MOISTURE) 6" BELOW=<:::,r_•'d; BO GRANULAR MATERIAL O,p, ` MATERIAL SHALL BE BANK RUN RIVER SAND WHICH IS FREE QUANTITIES OF CLAY, DEBRIS, OR ORGANIC PIPE {E- DISTURB SOI' PIPE BELL O.D. J PIPE UNDISTURBED SOIL OF DETRIMENTAL MATERIAL AND WHICH, WHEN TESTED BY STANDARD O.D. O.D. 6"�,CE LABORATORY METHODS, MEET THE FOLLOWING REQUIREMENTS: MIN./ MAXIMUM LIQUID LIMIT 45 2 MAX. PL TAE METAL DETECTOR AT A MINIMUM OF 24" 6" MIN./12" MAX. MAXIMUM PLASTICITY INDEX 15 ABOVE TOP OF PIPE MAXIMUM PERCENT PASSING NO. 200 SIEVE 35 MINIMUM PERCENT PASSING 3/4" SIEVE 100 OPTIONNO. OPTIONNO.2 THE MATERIAL SHALL BE FREE FLOWING AND WHEN WET, SHALL NOT ADHERE TO FORM A BALL WHEN PRESSED IN THE HAND. © CEMENT STABILIZED SAND NOTES: 1. FOR BEDDING AND T NCHING WTHIV ALL PAVED AREAS, SEE DETAILS FOR OPEN CUTS E TS 2. ALL BEDDING & INST L 1TION OF j:)VC PIPE SHALL BE IN ACCORDANCE TO ANSI/AWWA STANDARDS FOR PVC PIPE. 3. ALL BEDDING & INSTAL TION OF DUCTI E IRON PIPE SHALL BE IN ACCORDANCE TO ANSI/AWWA C150/A21.50. BEDDING AND TRENCH 4. COMPACTION SHALL BE TTAINED BY MECHANICAL TAMPING. FOR DI PIPE &PVC PIPE 5. ALL TRENCHES SHALL, EACH WORKING DAY. BE BACK F LLED I ND TEMPORARY PAVING OR PLANKING PLACED AT THE END OF 6. SEE "OPEN CUT DETAIL " ST4 OC, ST4-01, & ST4-02. S2-02 DIA. OF PIPE SEWER LINE ON PLANS T IN LINE TWO WAY CLEANOUT N.T.S. CLEANOUT STACK DIP OR PVC GRADE CLEANOUT (AS NEEDED) , 14"X14 DIA. SEWER LINE ON 45a WYE IN LINE ONE WAY CLEANOUT N.T.S. • . OF PIPE IN PLANS SEWER LINE T END OF LINE 0 N E WAY C LEANCLUT W; N.T.S. T.979.26 it .6963 F.979.2!61 I D.3564 TX. FIRM #I F-1443 511 UNIVERSITY DRIVE EAST SUITE 204 COLLEGE STATIO , TX 77840 PLAN & DESIGN PECIAUSTS IN CIVIL ENGINEERIN HRAUUCS I YD HYDROLOGY x U11L,I ES STREETS SITE PLANS + St BDNISIONS www.mitchellanc'morgan.com 1 i, C.e . • •; �. JAMES , T. • B. TENHORST•X0 .......936 1 .....:% jt F ••.,CEN... •'e��.: on MAR 215, 2011 m � M 0 C'4 m vim• � of Y <.21 D3 O Q I\ 0 H 0 � I\ LL. Pq 448 C�7 O N � o o- LJL1 V � Z w a O n W �w U D3 Q I\ 0 J � I\ �MM `W 448 O � o LJL1 Z v W �w O D3 PROJECT BENCHMARK: S 38.33'26" � wf-�­261.47' vy f GE ATKA ..�_ 1. ..� . .... ._. �..., ff 3 7. _ ____ _ __-.-.--_ --- 36 -RCP--- _._.___ - v_ _ - (' -- 36 -RCP- i - 3f� .t Cry: -1-�— 1- 36 RCPT - - a -- _RE P - , _ �f �Ri.P 36 --RCP lJOLI–S l - Md<<ZL COLLEGE STATION ARKETPLACE L.P. LOT 9, B OCK 3 TOWER POINT SUBDIVISION UNP i TTED CURRENT NTNG: C1—OV f cj it t /f t u ,t Md<<ZL (min NTS #3 Rebar ®12" Centers Centered Within 4" Concrete Wood Float Finish Backfill 2.0 % (MAX) Backfill 4 Thick Concrete 11=111=111=11 =1I III II I � II II -1I I-1I1=1I lilt 1 11 * 2" CEMENT STABILIZED SAND Prepared Subgrade OR LIME STABILIZED SUBGRADE Expansion Joints ® 60' o.c. Contracting Joints ® 5' o.c. STANDARD CONCRETE SIDEWALK DETAIL NTS * 5" CONCRETE ON PREPARED SUBGRADE IS ACCEPTABLE. LEGEND PARKING LOT & SIDEWALK EXPANSION JOINT (45 ft MAXIMUM) ........................................................ CONTRACTION JOINT (15 ft MAXIMUM FOR PARKING) CONTRACTION JOINT (5 ft MAXIMUM FOR SIDEWALK) NOTE: 1) PAVEMENT CONTRACTION JOINTS ARE SPACED AT 10 ft UNLESS DIMENSIONED OTHERWISE. 2) ALL DIMENSIONS ON THIS PLAN ARE TO FACE OF CURB. LIGHT DUTY PAVEMENT (6" THICK) i I NO EX IP SION JOINTS SHALL BE PLACED @ MINI UM 601 INTERVALS AND AT ALL RADIUS POI N S, p.C.�S, P.T.'S & OPPOSITE P.i.'S & ON ALL ORIZONTAL& VERTICAL CURVES. i CUR EXPANSIO S JOINTS SHALL BE ® 60' CEN RS & ICURB CONTROL JOINTS SHALL BE ® 111f, CENTERS.,' SEAL W/ EXPANSION JO – OR APP ( SONNEBORN SL 1 Install per Manufacture BAC MA TE 0 D E Q UAL ' cation ( peclfi <1 Z ROD II IAL I SMOOTH DOWEL BAR, See detail for diameter, length and spacing for curbs & concrete vm t. 3 4 x18 CSD 12 O.C. c P 1 2"x18" @ 12" O.C. for sidewalk 3/4 (/ ) 1" CENTER IN SLAB ; See Pavement to Detail IST. POUR SEGQND::POUR CEREMAR FLE --� 6" 3" LONG METAL OR PLASTIC 181 E' F0A� M EXPANSION J INT FILLER CAP WITH INSIDE DIAMETER (OR APPR D EQUAL) TO BE 1/16" GREATER THAN NOTE: DIAMETER OF DOWEL BAR 1. CAP MUST L0 G ENOUGH TO COVER 2" OF THE DOWEL WITH ONE CLOSE END AN�,E! WI A SUITABLE STOP TO HOLD THE END OF THE CA IAT: LEAST 1" FROM THE END OF THE DOWEL BAR. 2. EXF kNSION OIN WIDTH SHOWN IS THE MINIMUM. SHOULD THE SEALAN OR PL ICEM NT COND111ONS REQUIRE A GREATER WIDTH, THE GREA WIDTH SHA L BE PROVIDED AT THE EXPENSE OF THE CONTRACTOR. 3. G NSTREAK G (SEAL 626 MODIFIED PVC MATERIAL AND WOLMANIZED LUMBER, MAY kj SU STITUTED FOR SL -1 AND CEREMAR FOAM. INSTALL PER MgNUF CTURERS RECOMMENDATIONS. THIS MATERIAL MAY ALSO BE USE., IN "CON,,ACTIONAND LONGITUDINAL JOINTS. EXPN SI ON JOINT, (69, ' MAX. SPACING UNLESS OTHERWISE INDICATED IN PLANS) See detail for spacing i 1/4" WIDE x 1" DEEP GROOVE METAL KEYWA PLATE SEAL W/ JOINT MATERIAL W/ FORMED GROOVE (SONNEBORN SL -1 SEALANT EDGE ROUT ED TO OR APPROVED EQUALZ 4" RADIUS 15" MIN. LATTEERAL REINFORCEMENT 1/ LAP (SEE PAVEMENT TYPICAL SECTIONS) See Pavement kk' ! Detail SECOND POUR I FIRST PO IR REBAR TO BE CENTERED IN SLAB ON I UDINAL JOINT LONG UOIN�I J INT SHALL BE REQUIRED AT THE ST EET CENTERLINE 'I TRANSVEI SE REINFO CEMENT: -rvnr ^n^ InI AIT #4 BAR.. AT 18 C TO SEAL WITH JOINT MATERIAL 6„ MIN. lilt 11 —T`11lilt III 11 I'll METAL KEY WAY PLATE DEFORMED TIE BARS #4 X 18 18" O.C. 1/1111 fit 1:1- Iij'�il C. TO C. TYPE "D" JOINT TYPE 1 1 1 40' � 40' � 40' 1 LONGITUDINAL JOINT LONGIT DI AL 18" C RCE ENT: �I 7y' BA AT 18" TO �.' LONGITUDINAL JOINTS SHALL BE REQUIRED ONLY ON THE /1 TANGENT SEMONS CENTERLINE OF THE PAVEMENT & IN INTERSECTIONS AS DETAILED TYPICALAy Ili REINFORCEMENT LAYOUT OR CONCRETE PAVEMENT HEB GROCERY COMPANY, L.P. SEAL W/EXPANSION JOINT MATERIAL SMOOTH DOWEL BAR LOT 12, BLOCK 3 3/4" 0 x 18", 12" Q.C. TOWER POINT SUBDIVISION 1/4" R 3/4" (COATED W/HEAVY GREASE) VOL. 9497, PG. 173 CURRENT ZONING: C1 `';'' 6" MIN. RECYCLED MATERIAL 1 2 - THICK BY J.DSRRUSSEFACCYOU ppED INSIDE DIAMETER OR BE 1�16PGGKEATER APPRO- EQUAL THAN DIAMETER OF DOWEL/ BAR. CAI, MUST BE LONG ENOUGH TO COVER 2 OF DOWEL, AND HAVE STOP SO END OF CAP IS 1 FROM THE END OF BAR. I ` TYPE 11G11 EXPANSION & CONSTRUCTION JOINT / TO BE SPACED AT 40' INTERVALS & ALL RADIUS POINTS, P.C.'S, P.T.'S, & OPPOSITE P -L'S, & ON ALL HORIZONTAL & VERTICAL CURVES 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 DURING THE ENTIRE TIME THAT EARTH HAS BEEN BARED BY CONSTRUCTION AND SHALL STAY IN PLACE UNTIL ACCEPTABLE VEGETATIVE GROWTH IS ESTABLISHED AFTER CONSTRUCTION IS COMPLETE AND THEN REMOVED BY CONTRACTOR. ALL EROSION CONTROL MEASURES SHOULD BE CLEANED OF SILT AFTER EVERY RAIN. SAWED OR FORMED, SEAL WITH JOINT MATERIAL. SEALING NOT REQ'D IN CURBS. 3/8" R � �1/8" TO 3/16" j -T3/4' 6„ MIN. 'D T #1 BARS, 18" O.C.E.W. TYPE 11B" CONTRACTION JOINT TRANSVERSE JOINTS SHALL BE SPACED 15 CENIEK iu GtNittt TYPE "G" JOINT AT ALL RADIUS POINTS AND MAX. DISTANCE OF 300' ON TANGENTS 5-1/2" 3/4.•' 7/8" :•e o•' 1-5/8" 3/4' 3" METAL KEY WAY PLATE NOTE: EXPANSION JOINTS AS SHOWN AND AT VARIES EACH RADIUS POINT. CURB EXPANSION JOINTS SHALL BE AT 60' CENTERS. CURB TYPE "B" JOINT CONTROL JOINTS SHALL BE AT 10' CENTERS. TYPE "D" JOINT 5 �pQ�J LONGITUDINAL JT. ® 90^ TO CHORD OF RADIUS. (TYP.) T (TYP.) LdLd I' > V-6„ II TYPE "D" JOINT TYPE "B" JOINT TYPE "G" JOINT AT FUTURE EXTENSION OR AT PROP. WORK (TYP.) JOINT LAYOUT AT ,TE INTERSEC 3-00 T.979.2610.6963 F.979.260.3564 TX. FIRM F-1443 511 UNIVERSITe DRIVE EAST SUITE 204 COLLEGE STATI Q N, TX 7784C PLAN & DESIGN SP*ECIAUSTS IN CML ENGINEERI G HYDRAULICS HYDROLOGY * UTI 11 ES STREETS SITE PLANS *SUBDIVISIONS www.mitchellar',dmorgan.com 0,P�E 0- % * •. * I ................ ! ............... JAMES T.B TENHORST /.............. ........ r... -0, . 9331 �•44 rE`'../CE SE��...+ on MAR 3, 2011 m :m o� N m C-) (D m 3 p os C_ O ry u CL Imo. o C Q. Q� L O V I� Ljjo m �w Q) j IL4! to 0 C_ O ry u CL Imo. o C Q. Q� L O V I� Ljjo m �w Q) j IL4! PROJECT BENCHMARK: GENERAL REQUIREMENTS SOIL CLASSIFICATION REQUIREMENT FOR PROTECTIVE SYSTEMS OSHA STANDARD 29 CFR PART 1926, SUBPART P shall as per Appendix A to Subpart P, OSHA 29 CFR Part 1926 VERTICAL (90 deg) SUPPORT SHIELD AND OTHER PROTECTIVE SYSTEMS (FOUR OPTIONS) be used for design of trench safety requirements. Should .�E A SLOPING AND BENCHING SYSTEMS FOUR OPTIONS ( 1) Designs for timber shoring in trenches set in accordance there be any conflict between this drawing and CFR 1926, SUBPART P, the OSHA Standard shall prevail. Type A means cohesive soils with an unconfined compressive 1) A slope of 34 degrees or less, in lieu of soil classification. A slope of this gradation or less is considered P 9 with the conditions and requirements determined by using Appendices A and C (timber shoring for trenches) of 29 CFR, Part Protection of employees in excavations against cave-ins » and against falling rock, soil or material by use of an adequate strength of 1.5 tsf (144kPa) or greater. Examples of cohesive s , silty clay,sand clay, cls loam and in some soils are: cly, tyy y y safe for any type of soil. 2) Maximum allowable slopes and allowable configurations 1926, Subpart P. For aluminum hydraulic shoring, Appendices A and D of 29 CFR, Part 1926, Subpart P, can be used if system. An exception being when the excavation is in stable cases, silty clay loam and sandy clay loam. Cemented for sloping and benching systems will be determined through use p 9 9 y 9 manufacturers tabulated data is not available. rock or when the excavation is less than 5 feet dee and P examination by a competent person provides no evidence that soils such as caliche and hardpan are also of Appendices A (Soil classification) and B (Sloping and 2 Designs of support systems, shield systems or other protective ) g pp y y p a cave-in should be expected. Protection from falling rock, considered Type A. However, no soil is Type A if: Benching) of 29CFR Part 1926, Subpart P. 9) P systems using manufacturers' tabulated data may be used, deviation soil or material includes scaling to remove loose rock or soil, 1) The soil is fissured; or 3) Designs of sloping or benching shall be selected from, allowed only with specific, written approval of the manufacturer. installation of protective barricades and other equivalent 2) The soil is subject to vibration from heavy and be in accordance with, data provided in written form. The text 3) Designs of support systems, shield systems or other protective protection." Material or equipment which might fall or roll into an excavation must be kept at least two feet from the edge of traffic, pile driving, or similiar effects; or to identify: Criteria that affect the selection, the limits of systems using other tabulated data may be used provided the data is excavations, or have retaining devices, or be prevented from 3) The soil has been previously disturbed; or use of the data, and sufficient explanatory data as necessary to in writing and includes: Explanatory information to aid the user falling with a combination of both precautions. 4) The soil is part of a sloped, layered system where the assist in making a correct choice of a protective system. in making a selection, the criteria determining the selection, and Dail inspections of excavations, adjacent areas, and Daily P layers di into the excavation on a sloe of four y P P horizontal to one vertical 4H:1V or greater, or ( ) 9 At least one copy of the tabulated data identifying the Registered Professional Engineer who approved the information the limits on the use of the data. At least one copy of the information, including the identity of the RPE, is to be kept at the protective systems by a competent person and the removal of exposed employees if evidence of possible cave-ins, failure of 5) The material is subject to other factors that would require sit during the time the work is shall be maintained at the jobsite g worksite during construction of the protective system. protective systems, hazardous atmospheres, or other hazardous it to be classified as a less stable material. being carried out. 4) Design systems not using any of the three previously cited options conditions until necessary precautions have been taken. TYPE B 4) Excavations can be designed by a Registered Professional must be approved by a Registered Professional Engineer, shall be in r a A competent person should remain at the worksite continually 1 Cohesive soil with an unconfined compress- ) P Engineer, put in written form and kept at the worksite, but must writing and include the identity of the RPE and details such as sizes, 9 � while employees are within an open excavation where protective ive strength greater than 0.5 tsf (48 kPa); or include, at least, the magnitude and configuration of the slopes types and configurations of the materials to be used. At least one systems are being used. 2) Granular cohesionless soils including: angular grave? determined to be safe for the project and the name of the RPE who copy of the plan is to be at the job site during construction. Removal of or neutralization of surface encumbrances which (similar to crushed rock), silt, silty loam, sandy loam and in approved the plan. According to the new standard, information necessary for the may create a hazard. some cases, silty clay loam and sandy clay loam. 6x66x6 safe installation, placement, use and removal of any trench Estimate locationof underground installations (sewer, 3) Previously disturbed soils except those which 4 support system must be available at the work site at all times. telephone, electrical, fuel and other lines; storage tanks, etc.) would otherwise be classed as Type C soil. prior to digging; pinpoint actual locations as estimated locations ore approached. 4) Soil that meets the unconfined compressive Ramps, runways, ladders or stairs as means of access/egress strength or cementation requirements for Type TABLE OF MAXIMUM ALLOWABLE SLOPES t must be within 25 feet of an employee work area if a trench is A, but ifissured or subject tvibration; or four feet or more deep. 5) Dry rock that is not stable;; or 6) Material that is part of a sloped, layered system where the NOTES Warning systems for mobile equipment including barricades, layers dip into the excavation on a slope less steep than hand or mechanical signals, or stop logs. four horizontal to one vertical (4H:1V), but only if the Testing and Controls for hazardous atmosphere including material would otherwise be classified as Type B. emergency rescue equipment and daily inspections for potentially TYPE C hazardous conditions by a "competent person." Controls include 1) Cohesive soil with an unconfined compressive individually attended lifelines during descent into bell-bottom strength of 0.5 tsf (48kPa) or less; or pier holes or similar excavations. 2) Granular soils including gravel, sand and loamy sand; or 3) Submerged soil or soil from which water is freely seeping; or Support systems such as shoring, bracing, or underpinning to 4) Submerged rock that is not stable; or ensure the stability of ad'acent structures such as buildings 1. Numbers shown in parentheses next to maximum allowable slopes are angles expressed in degrees from the horizontal. Angles have been rounded off. 2. A short-term maximum allowable slope of 1/2H:1V (63 deg.) is allowed in excavations in Type A soil that are 12 feet (3.67m) or less in depth. Short-term maximum allowable slopes for excavations greater than 12 feet (3.67m) in depth shall be 3/4H:1V (53 deg.). 3. Sloping or benching for excavations greater than 20 feet deep shall be designed by a Registered Professional Engineer. 4. For acceptable slope and benching configurations, see figure B-1 in OSHA Standard 29 CFR Part 1926, Subpart P. 5) Material in a sloped, layered system where the layers dip into walls or sidewalks. the excavation on a slope of four horizontal to one vertical (4H:1V) or steeper. TIMBER TRENCH SHORING - MINIMUM TIMBER REQUIREMENTS Mixed oak or equiv. w/bending strength not less than 850 psi Douglas fir or equiv. w/bending strength not less than 1500 psi MAXIMUM ALLOWABLE SLOPES (H:V) SOIL OR ROCK TYPE FOR EXCAVATIONS LESS THAN 20 FEET DEEP STABLE ROCK VERTICAL (90 deg) TYPE A 3/4 : 1 (53 deg) TYPE B 1:1 (45 deg) TYPE C 1 1/2 : 1 (34 deg) 1. Numbers shown in parentheses next to maximum allowable slopes are angles expressed in degrees from the horizontal. Angles have been rounded off. 2. A short-term maximum allowable slope of 1/2H:1V (63 deg.) is allowed in excavations in Type A soil that are 12 feet (3.67m) or less in depth. Short-term maximum allowable slopes for excavations greater than 12 feet (3.67m) in depth shall be 3/4H:1V (53 deg.). 3. Sloping or benching for excavations greater than 20 feet deep shall be designed by a Registered Professional Engineer. 4. For acceptable slope and benching configurations, see figure B-1 in OSHA Standard 29 CFR Part 1926, Subpart P. 5) Material in a sloped, layered system where the layers dip into walls or sidewalks. the excavation on a slope of four horizontal to one vertical (4H:1V) or steeper. TIMBER TRENCH SHORING - MINIMUM TIMBER REQUIREMENTS Mixed oak or equiv. w/bending strength not less than 850 psi Douglas fir or equiv. w/bending strength not less than 1500 psi Soil Type A Pa=25xH+72 psf (2 ft Surcharge) Soil Type B Pa=45xH+72 psf (2 ft Surcharge) Soil Type C Pa=80xH+72 psf (2 ft Surcharge) D3034 26 nc 81.3 SIZE ACTUAL AND SPACING OF MEMBERS ** SIZE ACTUAL AND SPACING OF MEMBERS ** Depth Cross Braces Cross Braces Wales Wales Uprights Trench feet Horizontal Spacing P g Feet Width of Trench Fee Vert. U to U t t p p o pacing P P P Feet Size In Vert. pacin Feet Maximum a owq a horizontal spacm feet yeff Spacing Feet UpTo6 4 x 4 4 x 4 4 x 6 6x66x6 4 ReaNat 2 x 6 2 x 6 5 UpTo8 4 x 4 4 x 0 x 6 6 x 6 6 x 6 4 Read Up to 10 2 x 8 Up to 10 Up TO 10 4 x 6 4 x 64 x66x66x6 4 8x 8 4 2 x 6 4 Up To 12 4x64x66x 66x66x6 4 8x8 4 2 x 6 6x66x6 x 66 x 8 6 x 81 Up To 6 4 x 4 4 x 4 k x 66 x 6 6 x 6 4 Reid UpTo8 3 x 8 10 UpTo8 4 x 6 4 x6x66x66x6 2 x 6 4 8x 8 4 2 x 6 Up to 15 U To 10 6x66x56x 6 x 8 6 x 8 p 4 8x1 4 2 x 6 See Note 1 Up To 126x6 x6 x 6x86x8 4 10x10 4 3 x 8 5 UpTo6 6 x 6 6 x 6 x66x86x8 4 6 x 8 4 3 x 6 15 UpTo8 6x66x6 x 66 x86x8 4 8 x 8 4 3x6 Up to 20 Up To 10 8 x 8 8 x 8 x 8x x1 4 8x1 4 3x6 Up To 12 8x88x8 x 8x8 x1 4 10x10 4 3x6 Over 2d proportions. PER 200' OF Note (1) B. Stamp batch ticket at plant with tirr a of loading FILL Soil Type A Pa=25xH+72 psf (2 ft Surcharge) Soil Type B Pa=45xH+72 psf (2 ft Surcharge) Soil Type C Pa=80xH+72 psf (2 ft Surcharge) D3034 26 nc 81.3 SIZE ACTUAL AND SPACING OF MEMBERS ** Depth of Depth of Cross Braces Cross Braces Wales Uprights Trench feet Horizontal Spacing (Fe8t) Wof Trench (Feet) idth Up to Up to Up t Up to Up to 12 Vert. pacing Feet Size In Vert. pacing Feet aximum spaac ng a onzon a feet yeff Spacing Feet UpTo6 4 x 6 4 x 65 x 6 6 x 6 6 x 6 5 6 x 8 5 2 x 6 5 UpTo8 6 x 6 6 x 66 x66x86x8 5 8x10 5 2 x 6 Up to 10 Up To 10 6x66x66x 66x 8 6 x 8 5 0 X 10 5 2 x 6 5 See Note 1 4 See Note 1 Re 4x10 10 UpTo8 UpTo6 6x66x6 x 66 x 8 6 x 81 5 8 x 8 5 2 x 6 10 UpTo8 6x86x86x 88x88x8 5 0x10 5 2 x 6 Up to 15 Up To 10 8 x 8 8 x 88 x88x88x10 5 10x1 5 2 x 6 UpTo6 See Note 1 4 See Note 1 4 3 x 6 15 UpTo8 UpTo6 6 x 8 6 x 86 x88x88x8 5 8x10 5 3 x 6 15 UpTo8 8x88x88x 8x x ld 5 10 X 12 5 3 x 6 Up to 20 Up To 10 8x10 8x10 8x10 I 8x10 10x10 1 5 2 x 12 5 3 x 6 4 x 6 See Note 1 See Note 11 See Note 1 7+77 Over 201 Over 2C, iter according See Note (1) to the mix design using a pugmill-type See Note (1) with auto Soil Type A Pa=25xH+72 psf (2 ft Surcharge) Soil Type B Pa=45xH+72 psf (2 ft Surcharge) Soil Type C Pa=80xH+72 psf (2 ft Surcharge) D3034 26 nc 81.3 SIZE (ACRAI) AND SPACING OF M01M a Depth of Depth Of Cross Braces Cross Braces Uprights Wales U rihts Trench feet Horizontal Spacing Feet Width of Trench Feet Up to Up to Up to Up to Up to Vert. Spacing Feet Size In yeff Spacing Feet Maximum allowable onzon a s feet See Note 2 Close -Up To8 UpTo6 6 x 8 6 x 86 x 8 8 x 8 8 x 8 5 8 x 1C 5 2 x 6 5 UpTo8 8 x 8 8 x 88 x 88 x 8B x U 5 10 x 11 5 2 x 6 Up to 10 Up To 10 8x10 800 800 800 1000 5 12 x 12 5 2 x 6 4 See Note 1 Re 4x10 10 UpTo8 4x64x64x 6x66x6 4 UpTo6 8 x 8 8 x 88 x88x88x10 5 10x1 5 2 x 6 10 Up To 8 800 800 800 800 1000 5 12 x 1A 5 2 x 6 Up to 15 See Note 1 4 4 x 6 4x10 5 1 UpTo6 6x66x66x 66x66x6 4 See Note 1 4 3 x 6 15 UpTo8 16x66x66x q6x66x6 4 Up To 6 8 x 10 800 800 800 1000 5 12 x 12 5 3 x 6 15 Note 1 4 3 x 6 5 Up To 12 16x66x6 x 06x86x8 toSee 20 See Note 1 4 3x64x12 Over 2d 4 x 6 Note (1) See Note 11 See Note 1 7+77 Over 201 Over 2C iter according Over 20 to the mix design using a pugmill-type See Note (1) with auto otic weight controls to ensure correct mix proportions. Soil Type A Pa=25xH+72 psf (2 ft Surcharge) Soil Type B Pa=45xH+72 psf (2 ft Surcharge) Soil Type C Pa=80xH+72 psf (2 ft Surcharge) TRENCH SAFETY NOMENCLATURE Piles I Ig GENERAL NOTES FOR TIMBER TRENCH SHORING TABLES: (1) Member sizes at spacings other than indicated are to be determined as specified in R) 1926.652(c), " Design of Protective Systems." When conditions are saturated or submerged, use Tight Sheeting. Tight Sheeting refers to the use of specially -edged timber Flanks (e.g., tongue and groove) at least three inches thick, steel sheet piling, or similar construction that when driven or placed in position provide a tight wall to resist the lateral pressure of water and to prevent the loss of backfill material. Close Sheeting refers to the placement of planks side-by-side allowing as little space as possible between them. (3) All spacing indicated is measured center to center. (4) Wales to be installed with greater dimension horizontal. (5) If the vertical distance from the the center of the lowest crossbrace to the bottom of the trench exceeds two and one-half feet, Uprights shall be firmly embedded or a mudsill shall be used. Where uprights are embedded, the vertical distance from the center of the lowest crossbrace to the bottom of the trench shall not exceed 36 inches. When mudsills are used, the vertical distance shall not exceed 42 inches. Mudsills are wales that are installed at the toe of the trench side. (6) Trench jacks may be used in lieu of or in combination with timber crossbraces. (7) Placement of crossbraces. When the vertical spacing of crossbraces is four feet, place the top crossbrace no more than two feet below the top of the trench. When the vertical spacing of crossbraces is five feet, Ethe top crossbrace no more than 2.5 feet below the top of the trench. Maximum Depth Chart Using Typical -Water and Sewer Trench Detail iCAp flptnil LI-!_ Spec. SDR Class Size 4" D3034 26 nc 81.3 SIZE ACTUAL AND SPACING OF MEMBERS ** Depth Depth of Cross Braces Cross Braces Wales Uprights Trench feet Horizontal Spacing (Feet) Up.To6 Width of Trench Fee Up to Up to Up t Up to Up to 4 4 x4 x44x 4x44x6 �Verl. pacm Feet 4 Size In Not Vert. pacin Feet R"ll aximum a owq a onzon a spaci g feet 4 x 6 Maximum allowable onzon a s pacing feet Close 5 : -Up To8 4 x 4 x4 x 4x64x6 4 Rid RNgd 4 x 8 ` 10 10 Up To 104x6 x64x 6x 6 x 6 4 8x 4 4 x 6 3 x 8 4 x 8 Up To 124x6 x6 x66x66x6 4 8x 4 4 x 6 5 UpTo6 4x44x4 x 6x66x6 4 IN Red Re 4x10 10 UpTo8 4x64x64x 6x66x6 4 6x8. 4 A x 6 Up to 15 Up To 10 6x66x66x e 6 x 6 6 x 6 4 8x8 4 4 x 6 5 Up To 12 6x66x6 6 x66x 6 6 x 6 4 8x10 4 4 x 6 4x10 5 1 UpTo6 6x66x66x 66x66x6 4 6 x 8 4 3 x 6 15 UpTo8 16x66x66x q6x66x6 4 8 x 8 4 3x64x12 Up to 20 Up To 10 6x66x66x 6x 6 6 x 81 4 8x10 4 3 x 6 5 Up To 12 16x66x6 x 06x86x8 4 8x12 4 3x64x12 Over 2d 4 x 6 Note (1) See Note 11 MIXING: 7+77 Over 201 TRENCH SAFETY NOMENCLATURE Piles I Ig GENERAL NOTES FOR TIMBER TRENCH SHORING TABLES: (1) Member sizes at spacings other than indicated are to be determined as specified in R) 1926.652(c), " Design of Protective Systems." When conditions are saturated or submerged, use Tight Sheeting. Tight Sheeting refers to the use of specially -edged timber Flanks (e.g., tongue and groove) at least three inches thick, steel sheet piling, or similar construction that when driven or placed in position provide a tight wall to resist the lateral pressure of water and to prevent the loss of backfill material. Close Sheeting refers to the placement of planks side-by-side allowing as little space as possible between them. (3) All spacing indicated is measured center to center. (4) Wales to be installed with greater dimension horizontal. (5) If the vertical distance from the the center of the lowest crossbrace to the bottom of the trench exceeds two and one-half feet, Uprights shall be firmly embedded or a mudsill shall be used. Where uprights are embedded, the vertical distance from the center of the lowest crossbrace to the bottom of the trench shall not exceed 36 inches. When mudsills are used, the vertical distance shall not exceed 42 inches. Mudsills are wales that are installed at the toe of the trench side. (6) Trench jacks may be used in lieu of or in combination with timber crossbraces. (7) Placement of crossbraces. When the vertical spacing of crossbraces is four feet, place the top crossbrace no more than two feet below the top of the trench. When the vertical spacing of crossbraces is five feet, Ethe top crossbrace no more than 2.5 feet below the top of the trench. Maximum Depth Chart Using Typical -Water and Sewer Trench Detail iCAp flptnil LI-!_ Spec. SDR Class Size 4" D3034 26 nc 81.3 SIZE (ACM) AND SPACING OF MEM!#Jts a Depth of Depth of Cross Braces Cross Braces Wales Wales Uprights Trench feet Horizontal Spacing (Feet) Width of Trench Feet Up to Up to Up Up to Up to 6 g 12 Vert. cmg Feet Size In Vert* pacing Feet Maximum allowable onzon a s pacing feet Close 6x66x66x 66x68x8 UpTo6 4 x 6 4 x 64x 66x 116x6 5 6 x 8 5 3x12 4x12 5 UpTo8 4 x 6 4 x 66 x66x66x6 5 8 x 81 5 1 3 x 8 4 x 8 Up to 10 Up To 10 4 x 6 4 x 66 x66x66x8 5 8x10 5 4 x 8 21.8 See Note 11 1 na 20.5 UpTo6 6x86x86x 8x88x8 5 UpTo6 Gx56x66x E 6x86x8 5 8 x 8 5 3 x 6 4x10 10 UpTo8 6x86x86x E 8x88x8 5 0 x 10 5 3 x 6 4x10 Up to 15 Up To 10 6x86x88x 88x88x8 5 POx1 5 1 3x64x10 MAX. PER D558 CSD See Note 1 Design sand -cement mixture to produce 0 minimum (SESS CFIC ETION I) Up To 6 8 x 8 8 x 8 8 x E 800 800 5 UpTo6 6x88x8 6x818x 5 8x10 5 4 x 6 15 Up to UpTo8 6x88x88x8 5 10x1 5 4x6 20 Up To 10 8x88x88x8 5 12x1 5 4 x 6 to See Note 11 MIXING: 7+77 Over 201 Over 2C iter according See Note (1) to the mix design using a pugmill-type mixer. The plant shall be equipped with auto TRENCH SAFETY NOMENCLATURE Piles I Ig GENERAL NOTES FOR TIMBER TRENCH SHORING TABLES: (1) Member sizes at spacings other than indicated are to be determined as specified in R) 1926.652(c), " Design of Protective Systems." When conditions are saturated or submerged, use Tight Sheeting. Tight Sheeting refers to the use of specially -edged timber Flanks (e.g., tongue and groove) at least three inches thick, steel sheet piling, or similar construction that when driven or placed in position provide a tight wall to resist the lateral pressure of water and to prevent the loss of backfill material. Close Sheeting refers to the placement of planks side-by-side allowing as little space as possible between them. (3) All spacing indicated is measured center to center. (4) Wales to be installed with greater dimension horizontal. (5) If the vertical distance from the the center of the lowest crossbrace to the bottom of the trench exceeds two and one-half feet, Uprights shall be firmly embedded or a mudsill shall be used. Where uprights are embedded, the vertical distance from the center of the lowest crossbrace to the bottom of the trench shall not exceed 36 inches. When mudsills are used, the vertical distance shall not exceed 42 inches. Mudsills are wales that are installed at the toe of the trench side. (6) Trench jacks may be used in lieu of or in combination with timber crossbraces. (7) Placement of crossbraces. When the vertical spacing of crossbraces is four feet, place the top crossbrace no more than two feet below the top of the trench. When the vertical spacing of crossbraces is five feet, Ethe top crossbrace no more than 2.5 feet below the top of the trench. Maximum Depth Chart Using Typical -Water and Sewer Trench Detail iCAp flptnil LI-!_ Spec. SDR Class Size 4" D3034 26 nc 81.3 SIZE ACTUAL AND SPACING OF MEMBERS ** Depth of Water Line C900 14 200 feet 219.3 Cross Braces 54.5 Wales Uri hts Trench feet Horizontal Spacing (Feet) width of Trench Feet Vert. Spacing Up to up 6 to U9 t Up2to Up to Feet Size in Yed pacing Feet --'Maximum allowaciible onzon a feet 10" UpTo6 6x66x66x 66x68x8 5 8 x 8 5 3 x 6 5 UpTo8 6 x 6 6 x 66 x 6 8 x 8 8 x 8. 5 1000 5 3 x 6 Up to 10 Up To 10 6 x 6 6 x 68xl8x88x8 5 1002 5 3 x 6 16" See Note 1 na 21.8 na 18" na 20.5 UpTo6 6x86x86x 8x88x8 5 1000 5 4 x 6 10 UpTo8 8x88x88x 8 8 x 8 8 x 8, 5 1202 5 4 x 6 Up to 15 See Note 1 the Fl ow1f th organic matter or other deleterious substances, meeting requirements of ASTM C94. OPT. MOISTURE © See Note 1 95% ASTM MAX. PER D558 CSD 95% ASTM Design sand -cement mixture to produce 0 minimum (SESS CFIC ETION I) Up To 6 8 x 8 8 x 8 8 x E 800 800 5 10x12 5 4 x 6 U5 to See Note 1 with ASTM D1632 and tested in accordance with ASTM D1633. 1 95% 20 See Note 1 cement per cubic yard for general purposes. Mix for use as sanitary sewer embedment within 9 feet f waterlines DI557 ® shall contain 2 sacks of cement per cubic yard. All Sea Note 1 Peen'; 0% to 2% above optimum MIXING: 7+77 Over 201 See Note (1) iter according MOISTURE to the mix design using a pugmill-type mixer. The plant shall be equipped TRENCH SAFETY NOMENCLATURE Piles I Ig GENERAL NOTES FOR TIMBER TRENCH SHORING TABLES: (1) Member sizes at spacings other than indicated are to be determined as specified in R) 1926.652(c), " Design of Protective Systems." When conditions are saturated or submerged, use Tight Sheeting. Tight Sheeting refers to the use of specially -edged timber Flanks (e.g., tongue and groove) at least three inches thick, steel sheet piling, or similar construction that when driven or placed in position provide a tight wall to resist the lateral pressure of water and to prevent the loss of backfill material. Close Sheeting refers to the placement of planks side-by-side allowing as little space as possible between them. (3) All spacing indicated is measured center to center. (4) Wales to be installed with greater dimension horizontal. (5) If the vertical distance from the the center of the lowest crossbrace to the bottom of the trench exceeds two and one-half feet, Uprights shall be firmly embedded or a mudsill shall be used. Where uprights are embedded, the vertical distance from the center of the lowest crossbrace to the bottom of the trench shall not exceed 36 inches. When mudsills are used, the vertical distance shall not exceed 42 inches. Mudsills are wales that are installed at the toe of the trench side. (6) Trench jacks may be used in lieu of or in combination with timber crossbraces. (7) Placement of crossbraces. When the vertical spacing of crossbraces is four feet, place the top crossbrace no more than two feet below the top of the trench. When the vertical spacing of crossbraces is five feet, Ethe top crossbrace no more than 2.5 feet below the top of the trench. Maximum Depth Chart Using Typical -Water and Sewer Trench Detail iCAp flptnil LI-!_ Spec. SDR Class Size 4" D3034 26 nc 81.3 ewerVLine I D2241 1 26 1 160 1 Maximum Dept _ 76.3 C905 25 165 of Bur na Water Line C900 14 200 feet 219.3 6" 54.5 51.5 na 152.5 8" 40.7 - 39.7 na 116.7 10" 33.5 32.8 na 95.8 12" 28.5 28 na 81 14" na 25.7 24.7 na 15" 23.3 na na na 16" na na 21.8 na 18" na 20.5 19.9 na 20" na na 18.2 na 24" na na 1 15.9 1 na h o Dept f B ury in feet is measured to the Fl ow1f th ine o e pipe. na = Not Available nc = no pressure class C P IONI AT NZ 2p. Op E CNF CR) ytq pR� Rq��INpaNe RF ARE°) UTILITY CROSSING DETAIL E� L MIN) PR G IRG g ( OF I.F. 055 NOTE: IF CLEAR. DIST. IS LESS THAN 2', THE Z° h GINE 00 DIP (MANHOLE TO MANHOLECX. ENTIRE LINE MUST BE ) OF CL 350 °160 wo 5 pIFFE Go RR" UIR 5 OF 5G eRp COMPACTION IN FINAL BACKFILL ZONE COMPACTION OF ALL FILL SHALL BE AT A MOISTURE CONTENT EQUAL TO OPTIMUM AND UP TO A MAX. 4% ABOVE OPTIMUM. EACH LIFT SHALL NOT EXCEED 6" COMPACTED THICKNESS. COMPACTION IN INITIAL BACKFILL ZONE USE HAND TAMPERS OR IMPACT TAMPERS TO ACHIEVE DENSITY. MAINTAIN MOISTURE CONTENT NEAR OPTIMUM TO MINIMIZE COMPACTIVE EFFORT. AVOID CONTACT WITH PIPE AND MAINTAIN A `MINIMUM OF 6" OVER PIPE CROWN WHEN USING SMALL MECHANICAL COMPACTORS. INSTALL AND COMPACT IN 6" MAX LAYERS. WORK IN HAUNCH ZONE AROUND PIPE BY HAND TO PROVIDE UNIFORM SUPPORT. INSTALL AND COMPACT IN 6" MAX LAYERS. WORK IN 4" BEDDING LEVEL FINAL GRADE BY HAND. (MIN) NON-STRUCTURAL STRUCTURAL AREAS AREAS SEE NOTE 1 DESCRIPTION: CLASS OF MATERIAL COMPACTION This item shall govern the mixing and pl icerYienl of cement stabilized sand as a trench backfill material or bedding material. Placement shall be in onform Ly miith the typical sections shown on the Plans or as described in the Special Provisions. STRUCTURAL NON-STRUCTURAL 95% MATERIALS: 85% MAX. PER A. SAND- Clean durable sand meeting grading re uirements for fine aggregates of ASTM C33, and the following requirements: ASTM DI557 1. Classified as SW, SP or SM by th United Soil Classification System of ASTM D2487. 2. Deleterious materials: OPT. (a) Clay lumps, ASTM C142; less than 0.5 percent. (b) Lightweight pieces, ASTM C12 ;less than' S.0 percent (c) Organic impurities, ASTM C40, color no darker than the standard color. (d) Plasticity index of 4 or less hen tested DI557 in accordance with ASTM D4318. B. CEMENT- Type I Portland Cement c forming to ASTM C150. C. WATER- Potable water, free of oil , acids, (alkalies, organic matter or other deleterious substances, meeting requirements of ASTM C94. OPT. MOISTURE © REQUIREMENTS FOR DESIGN: 95% ASTM MAX. PER D558 CSD 95% ASTM Design sand -cement mixture to produce 0 minimum (SESS CFIC ETION I) unconfined compressive strength of 50 pounds per square inch in 48 hours and 100 pound per square 2% WET OF inch in 7 days. All compaction shall be to 95% in accordance with ASTM D558. All curings iall be 'n accordance with ASTM D1632 and tested in accordance with ASTM D1633. 1 95% Mix shall contain a minimum of 1-1/2 Packs of cement per cubic yard for general purposes. Mix for use as sanitary sewer embedment within 9 feet f waterlines DI557 ® shall contain 2 sacks of cement per cubic yard. All mixes shall have a moisture content bet Peen'; 0% to 2% above optimum MIXING: 0 TO 47. WET OF A. Thoroughly mix sand, cement and iter according MOISTURE to the mix design using a pugmill-type mixer. The plant shall be equipped with auto otic weight controls to ensure correct mix proportions. PER 200' OF REQUIREMENTS B. Stamp batch ticket at plant with tirr a of loading FILL directly after mixing. Material not placed and compacted within 4 hours aft mixing I shall be rejected. PLACING CEMENT STABILIZED SAND: A. Place cement stabilized sand mixtu in '8 -inch lifts and compact to 95% of ASTM D558, unless otherwise specified. The rrc 3ture c�antent during compaction shall be between 0% to 2% above optimum. Perfo and compete compaction of cement stabilized sand mixture within 4 hours after mixing at the plant. B. Do not place or compact cement su bilized sand mixture in standing or free water. FIELD QUALITY CONTROL: A. The cement content will be checkedl on sam les obtained in the field whenever there are apparent changes in the mix properties. B. Mixing plant inspections will be pe med p ria; lically. Material samples will be obtained and tested if there is evidence of hange i�Iaterial characteristic. C. Random samples of delivered prodtlll will be to ken in the field at point of delivery for each day of placement in a work area. Specimen' will be prepared in accordance with ASTM D1632 and tested for 48-hour compress) stren� h in accordance with ASTM D1633. MEASUREMENT AND PAYMENT: No direct payment will be made for cent ;stapiliz d sand under this item. Payment for cement stabilized sand should be included in th unit price Ifor the applicable utility or structure installation. Z WHERE THE TRENCH BOTTOM IS UNSTABLE, EXCAVATE TO A DEPTH AS REQUIRED BY THE ENGINEER AND REPLACE WITH A FOUNDATION OF TYPE "D" MATERIAL. PLACE AND COMPACT TO ACHIEVE 85% MOD. PROCTOR DENSITY. THIS ITEM SHALL CONSTITUTE "EXTRA WORK" AND SHALL BE PAID FOR AS EXCAVATION. *TYPICAL WATER AND SEWER TRENCH DETAIL FOR PVC. DIP. CMP. AND TYPE K COPPER TRENCH AND EMBEDMENT TO BE SUBSIDIARY TO MAIN AND SERVICE LINE BID ITEMS. * TRENCH AND EMBEDMENT DETAIL TO BE USED ON PRIVATE UTILITIES ONLY. BACKFILL MATERIAL LEGEND CLASS OF CLASS OF MATERIAL COMPACTION REQUIREMENTS MATERIAL PER ASTM D2321-89 STRUCTURAL NON-STRUCTURAL 95% MAX. PER 85% MAX. PER QA IV A OR IV B ASTM D1557 @ ASTM DI557 0 TO 47o WET OF 0 TO 47o WET OF OPT. MOISTURE OPT. MOISTURE 95% MAX. PER 85% MAX. PER © II, III, OR © ASTM D1557 ® ASTM DI557 0TO4%WET OF 0TO4%WET OF OPT. MOISTURE OPT. MOISTURE © CEMENT STABILIZED SAND 95% ASTM MAX. PER D558 CSD 95% ASTM MAX. PER D558 (SESS CFIC ETION I) 0 TO 2% WET OF 0 TO 2% WET OF OPT. MOISTURE OPT. MOISTURE 95% MAX. PER 85% MAX. PER QD 1A OR 1B ASTM DI557 ® ASTM D1557 0 TO 4% WET OF 0 TO 47. WET OF OPT. MOISTURE OPT. MOISTURE TESTING ONE TEST PER 200' OF REQUIREMENTS TRENCH PER 2' FILL NON'-STRUCTURALSTRUCTURAL 1' AREAS I AREAS TREN H AND MB DMENT TO BE SUBSIDIARY TO UNIT PRICE OF PIPE. NOTE 1: JI, DER NORMAL CIRCUMSTANCES THE CONTRACTOR SHALL USE E "B" NATERIAL FOR BEDDING AND IN THE HAUNCH ZONE. LY WITH THE PERMISSION AND AT THE DIRECTION OF THE IGINEER HAL.:THE CONTRACTOR USE TYPE "D" MATERIAL SHOWN( NOTE 2:�N ' WHEN STRUCURES (MANHOLES, ETS, JUNCTIN BOXES, ETC.) ARE WITHIN STRUCTURAL (ASI I DEF NED ON THIS SHEET) CEMENT STABILIZED D BACKFILL ISHALL BE REQUIRED. USE CLASS III MATERIAL N ALL OTfI'ER AREAS. NOTE 3: J111TECTOR TAPEIS NOT REQUIRED ON DIP OR CMP. ngtjlar, Crushed Rock, no fines Ss IB: Png,�lar, Crushed Rock and sand, well graded minimize migration of adjacent soils. Little or no fines. ss II: Foar a Grained Soils, Clean. Native soils from the rich ;general) do not meet this requirement. The contractor y use native materials from the trench only after providing s labors' ory test demonstrating compliance. ss II: Coarse Grained Soils with Fines. Native soils from trench Igenerally do not meet this requirement. The contractor y use native materials from the trench only after providing s laboratory test demonstrating compliance. 1k run sand generally meets this requirement ss IV At Select Material from the Trench consisting of e -Grained Soils (inorganic). Inorganic clays of low to dium pl tsticilty, gravely clays, sandy clays, silty clays, n clays. P Thiss material must have a liquid limit >50 and 'lasticity Index >7 and > "A" Line. See specification 'TM' 321 for details. 1.ss IV B•t Slillect Material from the Trench consisting of e -Grained Soils (inorganic). Inorganic clays of medium to h plastiiyity, fat clays, inorganic silts, fine sandy or silty Is, etas 'rc silts. ss V: Organic Sods. Material from the Trench which :s n'at meet the requirements above. All rocks, lumps, J clods si be removed from this material prior to cement in the trench. This material is only appropriate topsoil in the non-structural trench. T.979.260.6963 F.979.260.3564 TX. FIRM F-1443 11 UNIVERSI DRIVE EAST SUITE 204 JLLEGE STATI N, TX 7784C PIAN &DESIGNi PFCIALISTS IN CML ENGINEERIN HY01RAUUCf HYDROLOGY * UTI ES STREET: SITE PLANS * S BDMSIONS www.mitchellon moraan.com 0, y : •. S �� * * JAMES. • T. • BTENHORST ............................. •o •' 936"11 ..*4 �i .' ��� i �0••'•. f O : FS•.�CE S�:�Cfir ��%/OWA1. • .=� Ila- on JAN 21, 2011 °�° m N 'n m a°i v Z 2 U a) N U) C O 0) ry O Q� V O U 0 CONCRETE GUTTER CURB LINE WHEN RECESSED INLET 5-0"� to' -O" _l EXTENSION , =An...c I 6" TYP. 6" TYP. ,_ 6" Li Li ❑0000❑ 00000❑1 000000 - - 1000000 /ilii/ i '; / I / /t3' RAON�� l'/�� / 2''0 T / T1,�� T 0.0 6" I 6" �.i . . . MIN. 2'-6" I T 2'-0" 4^ :�• / r/ / / i `. f /� ; % , / NORMAL FACE OF CUA SOUARE D 6" 24 1 WARP PAVEMENT SURFACE TO Tt0i0AT OF INLET SEE 02-04L SEE 01-05 3' •6" • PLAN VIEW 28 -DAY CONCRETE STRENGTH ®3000 psi •4 BARS 12" O.C.E.W. i SIDE WALLS -4 BARS, 6" 0-C.E.W. A STO. CAST IRON MANHOLE COVER TOP OF CURB TOP SLAB AND FRAME A CONCRETE 3000 psi • 6" MIN. 6" TOP & r BOTTOM SLAB SECTIONAA I EXTENSION f,� _ �,� NORMAL GUTTER LINE ' DEPRESSED GUTTER LME — �-'--'--'--� •tGLEGRATEINLET C.E.W. 6" SIDE LS INVERT SHAPING p 16" TYP. TLAB CONCRETE FILL A-� •4 BARS 12" O.C.E.W. ECTIOI�Tr A SIDE WALLS &BOTTOM SLAB ELEVATION RECESSED CURB INLET & CURB INLET W EXTENSION S SINGLE1 W/EXTENSION DI -0 _— A f3/ -3/16" 7/16"�� 28.DAY CONCRETE _ _ _ _ _ — - A- - ���2., STRENGTH - 3000 psi � 24.' A A DDDDDDDDDDDDDDDDD � _ _ _ _ � ----- VIEWAA DIAGONALS I Q6 I 28 -DAY NCRETE A �fTLWI + , MAIN A DDDDDDDDDDDDDDDDD t)Q�Q��DDp ' - - STRENGT 3000 Psi (2) FORT' RDIA I AHOLES I*-.-. - " 3 `-STO. CAST IRON MANHOLE I T MIN. 3' COVER AND FRAME IN STREETS 28 -DAY P SQUARE (30" DIA.) CONCRETE STRENGTH • 3000 p ' PLA1NT O.D. • 6" MIN. 14 BARS 12" O.C.E.W. 6" TOP & BOTTOM SLAB _ SIDE WALLS 14 BARS 12" O.C.E.W. I SIDE WALLS 0.0.• " MIN. I - - I i 6" TOP & BOTTOM WALLSor 3" MIN. EACH SIDE 6" SIDE WALLS 14 BARS 6" O.C.E.W. TOP &BOTTOM SLAB •a BARS 6" SEC770AAA OC W. T 6' IDE WALLS TOP &BOTTOM SL SECTIONAA STORM SEWER JUNCTION BOX GRATE INLET _ Di D 1 02 I i -- - -- ]t2) A CROSS SECTION PLANMIN UM DISTANCE BETWEEN TWO PIPES 1/2' FLAT FACED GOTHIC SlIf" TO36" • 12" APART Y__/APPROPRIATE CITY TITLE •4 BARS 6" O.C.E.W. " OR LARGER - 18" APART.T ITT OF WTAM POLLUTE TOP & BOTTOM SLAB A NO,8ASURA JJ pRRIVERS & SIDE WALLS LARGE MOUTH BASS LOGO f 6" TOP 3/4" FLAT FACED GOTHIC 0.0. • 6" { VARIES E & (2) PLACES MIN. 3' + (SEE NOTE) BOTTOM i SLAB T T T T T T T T T pON•T CITY OF COU.EGE S1.110M 6" SIDE WALLS A 'ASITIA ORRIAIRS T A SECTIONA- 1/2" FLAT FACED GOTHIC w/APPROPRIATE CITY TITLE UBLE BARREL INL T TROUT LOGO D I- PLATE D I-05 THICKNESS AS .� DESIGNATED ON PLANS \�\I 5 -•.� OR AS DESIGNATED ON PLANS ��� �'�� •3 BARS (a 18" O.C.E.W. v� �� OR i .�� 6"� HEIGHT _ ? VARIES NOTE- 1 �.� WEEP HOLE MIN. 18" TOE WALL TO BE CONSTRUCTED � MATCH � ELEV. � 1/3 HEIGHT AT BEGINNING & END OF CONCRETE �T T' w DITCH CHANNEL & RIP -RAP SECTIONS. t2"X12" GALV. HIND. 5' 5' _ 5' 5' 2"0 VAR CLOTH 1/4' MESH H/3 WHEN W/GRANULAR MATERIAL H-4* OR E 1 TO �� ESIC I I WEEPETAIL 28 -DAY CONCRETE STRENGTH- 3000 psi AT DITC CONCRETE CHANNEL LINING D- -MACHINED BEARING SURFACE 2.1/4" MINIMUM WIDTH DRAINAGE EASEMENT t-3/8'• t5' MIN. 5' MIN. 30" 7/16" 2 �t 1'MAX T 1-1/2 T- 1'MI �1 N\' 12 I COVER SECTION PICK HOLE DETAIL MAXIMUM SLOPE TYPICAL NED G'H9NNEL S 'TION BLOCK QP EAKAMAT M/MOV- PUt SECTION STANDARDbUANN Y of q`•y PROVIDE W -W ROCK HAN. 20 LB. PIECES) D2-02 v v �Y sr pY710•3 6" y 309 BARS o 12" O.C.E.W. 24" 14 BARS 12" O.C.E.W. 6.. GENERAL NOTES COVER FACE COVER FACE WALLS, BOTTOM SLAB & TOE ALL ExPO5E0 CORNERS St1ALl 8E EA D Sir. ' P r".. 1 .► 1: 18" TOE DOWN (ALSO AT REINFORCING STEEL SHALL BE PL WITFf FLUME ENDS) SECTIOATP OF THE OUTSIDE LAYER OF BARS FROM '� 6" OF THE CONCRETE. TOTAL ES NC ONE 20 2'-0" - DIAMETER LM FOR ALL BARS VER &-(r 4'-0" COVER BACK 28 -DA CONCRETE STRENGTH= 3000 psil MINIMUM DISTANCE BETW N 28 -DAY ONCRETE STRENDHFLD ps MANHOLE RING AND COVER NDARME SECTION AU 52-04 EXPANSION JOINTS AT 60*0.C. 112.0 t2.. t2" 60 6" tTYP.) 9 B„ •3 "U' ARS 1 PER BL CK DI, SIPA TOR? B CK LOCATION DISSIPA TOW BLOCK PRMIN. 20R B PI ES) ROCK T •3 B7 Q OR AS OESIGNA ON PLANS THICKNESS AS DESIGNATED ON PLANS i BORS C 18" O.C.E.W. t -0" S 0 IGN ''TED •1�� .��� P-6" 6" � HEIGHT 1'/2 VARIES CH IL ELEV. t I— W 3 P LE IG 12"Xt2" GALV. HIND, 36' AS I CLOTH v4" MESH AT L W/GRANULAR MATERIAL ,ANk, 6.. INOTE- TC E WALL TO BE CON RUCTED EGI MNG'& END OF NCRETE CHANNEL & RIP -R SECTIONS. 5 5' 2\MORE _� 28-DAY C CRETE STRENGTH ® 0 psi WEE HOLE DETAIL CONCRETE RIP -RAP D2-0. 1HICKNESS AS HANDRAIL SICNATEC ON PLANS W. ( e5 �IDEW HEIGHT VARIES MATCH FL ELEI28-OAY CONCRETE STRENGTH =3000 psi f NOTE, 18" WALL TO BE CONSTRUCTED 18" TO 36" AS AT BEGI C & END OF CONCRETE DESIGNATED ON PLANS'', DITCH LINING RIP -RAP SECTIONS 6 CRI E' SIDE SLOPE PROTECTION D2 - BARS F o. '- �r r__s►� w E CONFORMS TO DBMS AJ 4- Ma. -I' BARS GBARS BARS E 6- P VIDE A 12- FOOTING AS SHOWN WHERE REOURED TO MAINTAIN 4- Ulf. FOOTING�SHALL BE ADDED TOFTOTAL DUANTITCS SHOWN. SIDE ELEI ATION 28 -DAY CONCRETE �6" TRENGTH . 3000 psi BARS V BARS S BARS 8 CONSTRUCTION ,TONT 6"BARS Ai -As � A I A BARS ---- S BARS Ai -A. 6.. I �N ---------- c SF,C77ONAA 12 I c 6„ g. 1'•6" C - - - - PLAN VIEW I, PROVIDE W -W ROCK HAN. 20 LB. PIECES) 6" y 309 24" 14 BARS 12" O.C.E.W. 6.. GENERAL NOTES WALLS, BOTTOM SLAB & TOE ALL ExPO5E0 CORNERS St1ALl 8E EA D Sir. ' C REINFORCING STEEL SHALL BE PL WITFf CENTER SECTIOATP OF THE OUTSIDE LAYER OF BARS FROM TR 1 SURFACE OF THE CONCRETE. TOTAL ES NC ONE 20 - DIAMETER LM FOR ALL BARS VER &-(r L TH. 28 -DA CONCRETE STRENGTH= 3000 psil MINIMUM DISTANCE BETW N TWO PIPES REINFORCING STEEL FO&4NE HEADWALL C BARS •-31112"• Di Ox' BARS E BMS f •5 •4 BARS G •3 BARS S •4 Irrvx •4 BARS W •5 18" TO 36" - 12" APART BARS Ai•Ax BARS BARS Bi- BAMS 48" OR LARGER - 18" APART •4012'• •3018;• •40 TYPICAL CONCRETE HEADWALL & END WALL WITH WINGS CONCRET HE ADIWALL FOR 2 PIPES D3.0 D SELECT MATERIAL..p,q:;,:a.;.;•.. MATERIAL EXCAVATED FROM THE DITCH, (WHICH IS FR Of , :.. •'• �•' ROCKS, LUMPS, CLODS, OR DEBRIS LARGER THAN TWO ) INCHES M THE LARGEST OIMENSION), COMPACTED TOI 2- MIN COMPACTED CEMENT STABILIZED MINIMUM OF 90/. OF MAXIMUM DENSITY AS DETERMINE ASTM 0698 (STANDARD) AT A MOISTURE CONTENT veli BY IIN SAND, 1-1/2 SACK/CY (PUGMILL OPTIMUM TO •4% OF OPTIMUM UNDER NON-STRUCTUR AREAS UeYARDS, PASTURES, EASEMENTS) AND TO A PIPE ONLY). SPADE BY LIFTS INTO 0.0. . ; PLACE, TO FILL ALL VOIDS ... MINIMUM OF 98% OF MAXIMUM DENSITY AS DETERMINE (4" gg MIN.) AROUND PIPE. MANUALLY BY ASTM D698 (STANDARD) AT A MOISTURE CONTENT WITHIN CONSOLIDATE AT OPTIMUM OPTIMUM TO •4% OF OPTIMUM UNDER FUTURE STREEI AREAS. MOISTURE. PIPE -x PE MUST DESIGN TRENCH DETAIL 0.0. SITE SPECIFIC FOR HDPE PIPE. HE TRE CH BOTTOM SHALL BE 8" MIN./12" MAX. HDPE PIPE IS NOT TO BE USED UNDER PUBLIC STREET 3FkDED ! SO IAS I? PROVIDE UNIFORM PAVEMENT D CONTINUOUS,SUPPORT PI IE BARRELS BETWEEN FOR THE BELL HOLES. CEMENT STABILIZED SAND AS A MINIMUM WILL ALWAYS BE REOUIRED. BEDDING AND(TRENCH FOR REINFORCED 11 ONCRETE PIPE D3-02 CITY OFBRYAN RYAN The Cood Life, J pmts Style' I DRAWN BY: C. 01. M. I DATE= 01-01-1)9 SCALE: N T APPROVED: j. P. K. idFroMmizann SHEET I OF 1 FJF o a z LANDING CL WIS i Z DETECTASLr WARNING "URFACE 4" MAX. AND USUAL �- 6" MIN. FACE OF 10" MAX. CURB TYPICAL PLACEMENT OF DETECTABLE WARNING SURFACE ON LANDING AT STREET EDGE SW2-00 C Landing �u m 09 4•' A�USuo and c e iv E Delectable wor3K surface (Domes to SW parallel to '-- 6" min '-- � 46 V{ 10" mox curb TYPI PLACEMENT OF DETECTI WARKING SURFACE ON SLOPING RAT C i 5'x 5' c LANDING m m n yod pi ) 4' RAMP WID (TYPICAL) (late GENERAL NOTES FOR NOTES, CROSS SLOPE 1. SIDEWALK PLACEMENT SHALL BE IN ACCORDANCE WITH S/CS UNIFIED DESIGN GUIDELINES. 2% MIN, DETECTABLE WARNINGS 2. .FINISH: LIGHT BROOM FINISH. JOINTS TO BE TOOLED 1" DEEP AT AN INTERVAL EOUAL TO THE SIDEWALK WIDTH' EXPANSION JOINTS VARIES T 4' O 40' O.C.,CONTRACTION JOINTS O 4' O.C. ** VARIES 1' • CROSS SLOPE W 3. DOWEL IN AND TIE TO ANY CONCRETE STRUCTURE ADJACENT TO SIDEWALK (DRIVEWAY, INLET BOX, CURB, JUNCTION BOX, ETC.) SIDEWALK K CROSS SLOPE S 2% MAX.. U MIN' z WITH t AR 1 •4 x1 AR O1 W 3 x 2 BARS 0 2 D.C.O.C.O 2 BARS 8 D.C. 3• y GREEN SPACEIlk • L � '�$ 2% to 4% N 4. COMPACTION: COMPACTED SUBGRAOE MATERIAL COMPACTED TO A DENSITY AT LEAST 98% OF MAXIMUM DRY DENSITY AS E D D' D D' ° • , SIDEWALK 6' DETERMINED BY PROCTOR COMPACTION TEST ASTM 0698 (STANDARD)AND SHALL BE 0-4% WET OF THE OPTIMUM MOISTURE CONTENT P MEAT CURB >. 5. A MINIMUM CLEAR PEDESTRIAN WIDTH AS DEFINED BY TAS AND AOA SHALL BE PROVIDED FOR ENTIRE LENGTH OF SIDEWALK, i 4S rc Q. SEAL WITH EXPANSION t *.. 8' TYP. [— *•:., \ I 12;t w;: a JOINT MATERIAL SMOOTH DOWEL BAR �+ NOTE: ` \ _ QW.::;. �' 1/4" R 1/2" 0 X 18",12" O.C. T THIS DOES NOT TAKE INT COUNT ORAINAG (COATED W/HEAVY GREASE) 3'-0" MIN._ - REOUIREMENTS BERMS MAY REOUIRED TRENCH CRATE MAY Y DE with truncated Some 4" M dome surface _ 5'-0"VARIES OUTSIDE OF THE SIDEWALK, a 4" :10 FL ,10 SLOPE IA. LANDING 27 MAX. a' w WHERE THERE IS NO OT SYSTEM **23'M CURB RADIUS) 21.5'(20* CURB RADIUS) ' T. • D . '• 1. AVTMLABLE. 16.5' 425' CU RS RADIUS) ° p RECYCLED MATERIAL. 1/2" SEE OTE 4 n • d er ty 'y THICK AS MANUFACTURED 3" LONG METAL OR PLASTIC CAP, INSIDE BY J.D. RUSSELL CO. OR DIAMETER TO BE 1/16" GREATER THAN 3. ALIGN TRUNCATED DOMES IN THE DIRECTION OF PEDESTRIAN ° APPROVED EQUAL DIAMETER OF DOWEL BAR. CAP MUST BARS O 12" O.C.E.w.OR- 28-0 CONCRETE CONTAINED WITHIN THE CROSSWALK AND WHOLLY OUTSIDE b e Ag BE LONG ENOUGH TO COVER 2"OF DOWEL AND HAVE STOP SO END OF BARS O 18" O.C.E.W. STREN TH = 3000 psi OF OR TO STREET %LLEL CAP IS 1" FROM END OF BAR. (a' THICK MINI 4. SHADED AREAS ON SHEETS 3 AND 4 INDICATE THE S FINISH NOTE w ALLOWABLE CROSS SLOPE ON SIDEWALK AND CURB RAMP IS 2%. PER os -, LOCAL ST SETS ALO G LOLA. SIDEWALK LXPANSION D. % h 2% OR BE LESS THAN 1% ANY CURB RA • OITH RETURNED CURBS MAY BE USED ONLY WHERE PEDESTRIANS PORTION OF RAMP OR TR TION & CONSTRUCTION D .• JOINT TO STREET SIDEWALK SLOPE REQUIREMENTS S. DETECTABLE WARNING SURFACES SHALL BE A MINIMUM OF 24" IN WARNINDIRECTG A S' 3' SURFACE,' SWI- SAWED OR FORMED, 3'•O" MI 6'-0"VARIES----I APPf70iH IS Isometric V efy 1/8" TO 3/16" SEAL WITH EXPANSION 8' OT EWALK AMBULATORY S EWALK DRAINAGE TRENCH GRATE SW3 RAMP AT STREET INTERSECTIONP AT STREET INTERSECTION JOINT MATERIAL, MIN. . ADDITION, SW3- 0 E- MAX 2Z 4"x4"x3/i6" STRUCTURAL STEEL TUBING 3/8" R CROSS SLOPE NOT TO EXCEED . • SEE NOTE 4 MAY BE FOUND IN THE CURRENT EDITION OF THE TEXAS ACCESSIBILITY *CROSS SLOPE NOT TO EXCEED OR BE LESS THAN 1% ON ANY 2% OR BE LESS THAN 1/. ON ANY t MAXIMUM- ' O.C. MAXIMU MAXIMUM OF 10" FROM THE EXTENSION OF THE FACE OF CURB. PORTION OF RAMP OR TRANSITION -12" O.C. PORTION OF RAMP OR TRANSITION ` TO STREET / I TO STREET / AS A PEDESTRIAN REFUGE AREA, THE MEDIAN SHOULD BE A MINIMUM 4„ OF 5'W IDE. MEDIANS SHOULD BE DESIGNED TO PROVIDE ACCESSIBLE PASSAGE OVER O�THR •3 BARS O 12" O.C.E .OR- 28 -DAY CONCRETE „ 7. ACCEPTABLE PAVER MATERIAL SHALL BE CLAY, VITRIFIED •4 BARS O 18" 0. E. STRENGTH m 3000 psi ' POLYMER COMPOSITE, PRECAST POLYMER CONCRETE, i CROSSWp�K OMENSIONS, CROSSWALK MARKINGS AND STOP BAR LOCATIONS SHALL BE AND CONCRETE. AS SHOWN PROPERTY LINE IN THE PLANS. AT INTERSECTIONS WHERE CROSSWALK PROPERTY / LINE PROPERTY LINE WARNINGABLE ARE / DETECTABLE / OETTE SIDEWALK CONTRACTION JOINT SEE FINISH NOTE / WARNING DR AS DIRECTED BY THE ENGINEER. ORES THAT COMPLY WITH TAS MAY REMAIN IN PLACE UNLESS / WARNNTABLE __ -- SURFACE J 8' SIDEWAL y� i — ' ' *4,* SURFACE �� OTHERWIISE — -- SURFACE + OWN ON THE PLANS. . HANDRAIL IK RAMP se E NOT REOUIRED ON CURB RAMPS. PROVIDE CURB RAMPS WHEREVER z AMP* '°°s 6' SIDEWALK .'n ULOPE i�;e.a° 5' SIDEWALK 1:12 SIBLI if ALONG MI OR "OLLECTORS if SLOPE M 1. SEPARATE 3' SMOOTHODOWEL RAMP AND LANDINGS FROM ADJACENT SIDEWALK AND ANY OTHER 3 SMOOTHDOWEL BAR, WITH BAR, XPANSION JT.WE Be 1/2" DIA. X 16". WITH CAP O 12" O.C. f6!7MIN. BY THE 1/2" DIA, X 16", WITH CAP O 12" O.C. CK 00TH DOWEL BAR, CURB 1/ ' DIA. X 16", WITH BACK (COATED W/HEAVY OF CURBGREASE) SWEEPSANDJOINTS BACK (COATED W/HEAVY OF CURB GREASE) 6MIN.CAP " O.C. 00TH TRANSITION WHERE THE CURB RAMPS CONNECT TO THE STREET, MIN 8" INTO AAD �I ER 4"x4"x /t�" =STRUCTURAL 4"x2"x3/16" STRUCTURAL STEEL TUBING t"x1"x3/16" STEEL TUBING SLOPE MAX 24" CGNC. SIDEWAL STEEL U ►N UCTURAL 3.1/2'• 6' SIDEWALK AMBULATORY RAMP S SIDEWALK AMBULATORY .RAMP SEE CONNECTION 0 AT STREET INTERSECTION & DRIVES AT STREET INTERSECTION & DRIVES SW3-0, SW3-04 7.5" Q T 6" r2' DIA BOLT G ., � v � ,, per, 6 a v � ®• ° . o v m ° ' I - v D.. �' n ,o m ° — ' TRAFFICTRATED 8'-0" V ES—� PAVER MATERIAL CAL PEDESTRIAN F 2% MAX. GUARDRAIL CONNECTION AIL 6„ —' ' r MAX. SAND LAYING COURSE SEE OTE a SWI- 1 ACC TABLE RERIADL. SE NOTE 3 28 -DAY O GENERAL NOTES: PAVERIM BARS O 12" O.C.E.W. OR STRENGTH= 3 OOipsi •a BARS O 18" O.C.E.W. (4" THICK ) ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER HAVE BEEN BARED BY CONSTRUCTION SIDE ALK PAVER CTION SEE FINISH NTE SHALL 8E ADEOUATELY BLOCK SODDED OR HYOROMULCHED AND WATERED UNTILGROWTH IS ESTABLISHED. IN DEVELOPED AREAS WHERE GRASS IS PRESENT, BLOCK SOD WILL BE REOUIRED. BARED AREAS SHALL ONG MINOR COLLE CTO S BE SEEDED OR SODDED WITHIN 14 CALENDAR DAYS OF LAST DISTURBANCE. APPROVED EROSION CONTROL MEASURES MUST BE INSTALLED DURING THE ENTIRE TIME THAT EARTH HAS AND LARGER BEEN BARED BY CONSTRUCTION AND SHALL STAY IN PLACE UNTIL ACCEPTABLE VEGETATIVE GROWTH IS ESTABLISHED AFTER CONSTRUCTION IS COMPLETE AND THEN REMOVED BY CONTRACTOR. CONCRETE SIDE V V AL ALL EROSION CONTROL MEASURES SHOULD BE CLEANED OF SILT AFTER EVERY RAIN. FJF o a z LANDING CL WIS i Z DETECTASLr WARNING "URFACE 4" MAX. AND USUAL �- 6" MIN. FACE OF 10" MAX. CURB TYPICAL PLACEMENT OF DETECTABLE WARNING SURFACE ON LANDING AT STREET EDGE SW2-00 C Landing �u m 09 4•' A�USuo and c e iv E Delectable wor3K surface (Domes to SW parallel to '-- 6" min '-- � 46 V{ 10" mox curb TYPI PLACEMENT OF DETECTI WARKING SURFACE ON SLOPING RAT C i 5'x 5' c LANDING m m n yod pi ) 4' RAMP WID (TYPICAL) (late GENERAL NOTES FOR DETECTABLE WARNINGS VARIES T 4' GENERAL NOTES (PAVERS)-� ** VARIES 1' • 3/16•• VARIES NEENAH GRATE TED GENERAL NOTES FURNISH DETECTABLE WARNING PAVER UNITS MEETING ALL 1. CURB RAMPS MUST CONTAIN A DETECTABLE WARNING SURFACE THA Nemr'WAftvAw IN PLACE OR ROVED Spoce EOuAL 3• y GREEN SPACEIlk • L � '�$ • 8' D' SIDEWALK{Q REOUIREMENTS OF ASTM C-936, C-33, LAY IN A TWO BY TWO CONSISTS OF RAISED TRUNCATED DOMES COMPLYING WITH SECTION D D' D D' ° • , SIDEWALK 6' 2 • 'k L" UNIT BASKET WEAVE PATTERN OR AS DIRECTED, LAY FULL-SIZE UNITS FIRST FOLLOWED BY CLOSURE UNITS e • y �' �, 4S rc 6' s ' .4 BARS t *.. DETECTABLE [— *•:., \ I 12;t w;: DETECTABLE WARNING 6") vAR�S \ ! �;1 '';• —1 evs WARNING SURFACE ` \ _ QW.::;. �' StRtFACE 4 p MAX.X. PROPERTY LINE \ AS DIRECTED. PROPERTY LINE DETECTABLE WARNING SURFACE ADJACENT TO UNCOLORED TRENCH CRATE MAY Y DE with truncated Some 4" M dome surface _ ? '\ 3• z ALLOWED WITH PRIOR VAL FROM THE CITY ENGINEE AND :10 FL ,10 SLOPE IA. LANDING ° •' BE A 5' X 5' MINIMUM WITH A MAXIMUM 2% SLOPE IN ANY WHERE THERE IS NO OT SYSTEM **23'M CURB RADIUS) 21.5'(20* CURB RADIUS) ' T. • D . '• 1. AVTMLABLE. 16.5' 425' CU RS RADIUS) NOT ALLOW WATER TO ACCUMULATE. MANCUVH ING SPACE AT THE BOTTOM OF CURB RAMPS SHALL BE A MINIMUM OF w 3. ALIGN TRUNCATED DOMES IN THE DIRECTION OF PEDESTRIAN 4' X% 4' CROSS SLOPE NOT TO EXCEED >L V11 2% OR LESS THAN ix ON ANY z PORNION RAMP TRANSITION \ 3 W CONTAINED WITHIN THE CROSSWALK AND WHOLLY OUTSIDE ** 23 410 CURB RADIUS) 3 21.5' (20' CURB RADRtS) TRAVEL WHEN ENTERING THE STREET. OF OR TO STREET %LLEL 16.5' t25' CURB RADIUS) 4. SHADED AREAS ON SHEETS 3 AND 4 INDICATE THE MAXIMUM ALLOWABLE CROSS SLOPE ON SIDEWALK AND CURB RAMP IS 2%. APPROXIMATE LOCATION FOR THE DETECABLE WARNING � CROSS SLOPE NOT TO EXCEE 0' ' D. % 2% OR BE LESS THAN 1% ANY CURB RA • OITH RETURNED CURBS MAY BE USED ONLY WHERE PEDESTRIANS PORTION OF RAMP OR TR TION D .• OT NORMALLY TO STREET S. DETECTABLE WARNING SURFACES SHALL BE A MINIMUM OF 24" IN WARNINDIRECTG A S' 3' SURFACE,' B OR OTHER NON -WALKING SURFACE OR BECAUSE THE SIDE DEPTH THE OF PEDESTRIAN TRAVEL, AND EXTEND THE APPf70iH IS Isometric V efy SIDEWALK AMBULATORY FULL WIDTH OF THE CURB RAMP OR LANDING WHERE THE 8' OT EWALK AMBULATORY S EWALK DRAINAGE TRENCH GRATE SW3 RAMP AT STREET INTERSECTIONP AT STREET INTERSECTION . ADDITION, SW3- 0 ORMATION ON CURB RAMP LOCATION, DESIGN, LIGHT RELECTIYE VALUE SW3- CROSS SLOPE NOT TO EXCEED AND TEXTURE *CROSS SLOPE NOT TO EXCEED MAY BE FOUND IN THE CURRENT EDITION OF THE TEXAS ACCESSIBILITY *CROSS SLOPE NOT TO EXCEED OR BE LESS THAN 1% ON ANY 2% OR BE LESS THAN 1/. ON ANY t 2% OR BE LESS THAN 1% ON ANY P TION OF RAMP OR TRANSITION TO TREET MAXIMUM OF 10" FROM THE EXTENSION OF THE FACE OF CURB. PORTION OF RAMP OR TRANSITION PORTION OF RAMP OR TRANSITION ` TO STREET / I TO STREET / AS A PEDESTRIAN REFUGE AREA, THE MEDIAN SHOULD BE A MINIMUM CORNER RADIUS. OF 5'W IDE. MEDIANS SHOULD BE DESIGNED TO PROVIDE ACCESSIBLE PASSAGE OVER O�THR UGH THEM. 7. ACCEPTABLE PAVER MATERIAL SHALL BE CLAY, VITRIFIED POLYMER COMPOSITE, PRECAST POLYMER CONCRETE, i CROSSWp�K OMENSIONS, CROSSWALK MARKINGS AND STOP BAR LOCATIONS SHALL BE AND CONCRETE. AS SHOWN PROPERTY LINE IN THE PLANS. AT INTERSECTIONS WHERE CROSSWALK PROPERTY / LINE PROPERTY LINE WARNINGABLE ARE / DETECTABLE / OETTE CROSSW'KS, EXISTING�FEA / WARNING DR AS DIRECTED BY THE ENGINEER. ORES THAT COMPLY WITH TAS MAY REMAIN IN PLACE UNLESS / WARNNTABLE __ -- SURFACE J 8' SIDEWAL y� i — ' ' *4,* SURFACE �� OTHERWIISE — -- SURFACE + OWN ON THE PLANS. . HANDRAIL IK RAMP se E NOT REOUIRED ON CURB RAMPS. PROVIDE CURB RAMPS WHEREVER z AMP* '°°s 6' SIDEWALK .'n ULOPE i�;e.a° 5' SIDEWALK 1:12 SIBLI if if SLOPE M 1. SEPARATE 3' SMOOTHODOWEL RAMP AND LANDINGS FROM ADJACENT SIDEWALK AND ANY OTHER 3 SMOOTHDOWEL BAR, WITH BAR, XPANSION JT.WE Be 1/2" DIA. X 16". WITH CAP O 12" O.C. f6!7MIN. BY THE 1/2" DIA, X 16", WITH CAP O 12" O.C. CK 00TH DOWEL BAR, CURB 1/ ' DIA. X 16", WITH BACK (COATED W/HEAVY OF CURBGREASE) V.PROVIDE BACK (COATED W/HEAVY OF CURB GREASE) 6MIN.CAP 12" O.C. 6' MIN. (COAT W/HEAVY 00TH TRANSITION WHERE THE CURB RAMPS CONNECT TO THE STREET, GREASE) SLOPE SHALL NOT EXCEED 10% MEASURED ALONG CURB LINE. 8'S EWALK AMBULATORY P 6' SIDEWALK AMBULATORY RAMP S SIDEWALK AMBULATORY .RAMP STREET INTERSECTION & DR S AT STREET INTERSECTION & DRIVES AT STREET INTERSECTION & DRIVES SW3-0, SW3-04 I SW3-05 FJF o a z LANDING CL WIS i Z DETECTASLr WARNING "URFACE 4" MAX. AND USUAL �- 6" MIN. FACE OF 10" MAX. CURB TYPICAL PLACEMENT OF DETECTABLE WARNING SURFACE ON LANDING AT STREET EDGE SW2-00 C Landing �u m 09 4•' A�USuo and c e iv E Delectable wor3K surface (Domes to SW parallel to '-- 6" min '-- � 46 V{ 10" mox curb TYPI PLACEMENT OF DETECTI WARKING SURFACE ON SLOPING RAT C i 5'x 5' c LANDING m m n yod pi ) 4' RAMP WID (TYPICAL) (late GENERAL NOTES FOR DETECTABLE WARNINGS PEDESTRIAN FACILITIES GENERAL NOTES (PAVERS)-� 1" 2- GENERAL NOTES FURNISH DETECTABLE WARNING PAVER UNITS MEETING ALL 1. CURB RAMPS MUST CONTAIN A DETECTABLE WARNING SURFACE THA REOUIREMENTS OF ASTM C-936, C-33, LAY IN A TWO BY TWO CONSISTS OF RAISED TRUNCATED DOMES COMPLYING WITH SECTION 2 UNIT BASKET WEAVE PATTERN OR AS DIRECTED, LAY FULL-SIZE UNITS FIRST FOLLOWED BY CLOSURE UNITS 4 F THE TEXAS ACCESSIBILITY T AR T TH .29 0 E EASSTANDARDS (TAS). E � AX T T P 1 P T MAXIMUM W THAT WILL LEAS POSSIBLE SLOE LL CONSISTING OF AT LEAST 25 PERCENT OF A FULL UNIT, CUT SURFACE MUST CONTRAST VISUALLY WITH ADJOINING SURFACES,HE STILL 0 N PERLY SHOULD BE USED. ADJUST CURB RAMP LENGTH OR GRADE DETECTABLE WARNING PAVER UNITS USING A POWER SAW. INCLUDING SIDE FLARES. FURNISH DARK BROWN OR DARK RED OF APP ACIDEWALKS AS DIRECTED. N0. 3 REBAR AROUND PAVER INSET DETECTABLE WARNING SURFACE ADJACENT TO UNCOLORED with truncated Some 4" M dome surface 1,10 z CONCRETE, UNLESS SPECIFIED ELSEWHERE IN THE PLANS.CD :10 FL ,10 SLOPE IA. LANDING I SH BE A 5' X 5' MINIMUM WITH A MAXIMUM 2% SLOPE IN ANY — 2. DETECTABLE WARNING SURFACES MUST BE SLIP RESISTANT AND DIRIECTIC 1. N NOT ALLOW WATER TO ACCUMULATE. MANCUVH ING SPACE AT THE BOTTOM OF CURB RAMPS SHALL BE A MINIMUM OF w 3. ALIGN TRUNCATED DOMES IN THE DIRECTION OF PEDESTRIAN 4' X% 4' HOLLY CONTAINED WITHIN THE CROSSWALK AND WHOLLY OUTSIDE tz TRAVEL WHEN ENTERING THE STREET. THE,PAl %LLEL VEHICULAR TRAVEL PATH. 4. SHADED AREAS ON SHEETS 3 AND 4 INDICATE THE MAXIMUM ALLOWABLE CROSS SLOPE ON SIDEWALK AND CURB RAMP IS 2%. APPROXIMATE LOCATION FOR THE DETECABLE WARNING SURFACE FOR EACH CURB RAMP TYPE. CURB RA APS OITH RETURNED CURBS MAY BE USED ONLY WHERE PEDESTRIANS WOULD OT NORMALLY WALK ACROSS THE RAMP, EITHER BECAUSE THE ADJACENT S. DETECTABLE WARNING SURFACES SHALL BE A MINIMUM OF 24" IN WARNINDIRECTG A SURFACE,' IS PANTING OR OTHER NON -WALKING SURFACE OR BECAUSE THE SIDE DEPTH THE OF PEDESTRIAN TRAVEL, AND EXTEND THE APPf70iH IS SUBSTANTIALLY OBSTRUCTED. OTHERWISE, PROVIDE FLARED SIDES. FULL WIDTH OF THE CURB RAMP OR LANDING WHERE THE PEDESTRIAN ACCESS ROUTE ENTERS THE STREET, . ADDITION, LIN ORMATION ON CURB RAMP LOCATION, DESIGN, LIGHT RELECTIYE VALUE 6. DETECTABLE WARNING SURFACES SHALL BE LOCATED SO THAT THE AND TEXTURE MAY BE FOUND IN THE CURRENT EDITION OF THE TEXAS ACCESSIBILITY EDGE NEAREST THE CURB LINE IS A MINIMUM Of 6" AND A STANDA�OS t AS) AND 16 TAC 968.102. MAXIMUM OF 10" FROM THE EXTENSION OF THE FACE OF CURB. DETECTABLE WARNING SURFACES MAY BE CURVED ALONG THE TO SERVE AS A PEDESTRIAN REFUGE AREA, THE MEDIAN SHOULD BE A MINIMUM CORNER RADIUS. OF 5'W IDE. MEDIANS SHOULD BE DESIGNED TO PROVIDE ACCESSIBLE PASSAGE OVER O�THR UGH THEM. 7. ACCEPTABLE PAVER MATERIAL SHALL BE CLAY, VITRIFIED POLYMER COMPOSITE, PRECAST POLYMER CONCRETE, i CROSSWp�K OMENSIONS, CROSSWALK MARKINGS AND STOP BAR LOCATIONS SHALL BE AND CONCRETE. AS SHOWN ELSEWHERE IN THE PLANS. AT INTERSECTIONS WHERE CROSSWALK MARKINGS ARE NOT REOUIRED,CURB RAMPS SHALL BE ALIGNED WITH THEORETICAL CROSSW'KS, EXISTING�FEA DR AS DIRECTED BY THE ENGINEER. ORES THAT COMPLY WITH TAS MAY REMAIN IN PLACE UNLESS OTHERWIISE S OWN ON THE PLANS. . HANDRAIL E NOT REOUIRED ON CURB RAMPS. PROVIDE CURB RAMPS WHEREVER ON ACCEi SIBLI ROUTE CROSSES (PENETRATES) A CURB. 1. 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 ENG[ ER, V.PROVIDE A S 00TH TRANSITION WHERE THE CURB RAMPS CONNECT TO THE STREET, ,FLARE SLOPE SHALL NOT EXCEED 10% MEASURED ALONG CURB LINE. UVVZ�-„JL GENERAL NOTES (PAVERS)-� 1" 2- FURNISH DETECTABLE WARNING PAVER UNITS MEETING ALL REOUIREMENTS OF ASTM C-936, C-33, LAY IN A TWO BY TWO 2 UNIT BASKET WEAVE PATTERN OR AS DIRECTED, LAY FULL-SIZE UNITS FIRST FOLLOWED BY CLOSURE UNITS � CONSISTING OF AT LEAST 25 PERCENT OF A FULL UNIT, CUT o 004 0 r I DETECTABLE WARNING PAVER UNITS USING A POWER SAW. n n z Lending 00 00 ? a �,o Detectablewith warning N0. 3 REBAR AROUND PAVER INSET with truncated Some 4" M dome surface DETECTABLE WARNING PATER WITH DINT TRUNCATED DOME SURFACE � con :10 FL ,10 SLOPE IA. DETECTABLE WARATING P.4 VER and Usual _ C A A Ide Dor iv l5 (Typical) ASPRE�IRE SIDE FL (TYP) E � 1" MORTAR BED •SHALL CONFORM TO APPLICABLE SPECIFICATIONS CONTROL JOINT PERMISSIBLE V 1 FLARED WINGS Face of`MIN. 4" r `� Face of curb curb ' AT TRUNCATED DOUT PATTERN e (MAz) o CENTER CURB RAMP 801H WAYS CLASS A CONCRETE - SHALL CONFORM E TO APPLICABLE SPECIFICATIONS SECTIONA A DETECTABLE WARNING PAVER � E r..i • U �.J 61m CITY OFRYAN The Good Life, T�,zs Sl1Jc." DRAWN BY: C.L.M!, DATE: 01-01-09 SCALE N T APPROVED: W IP. K. FIGUFR,E i SHEET 11 OF 1 NOTE:USE POLYETHYLENE WRAP OR EOUAL BETWEEN CONCRETE & PLUG ID TO PREVENT CONCRETE FROM t..t STICKING TO PLUG. 4 6. 10 1 O G p -THRUST - a Wy o _ �v mo to 1. NO ES IN COPPER TUBING WILL BE ALLOWED NOTE: GEN AL NOTE; .:. .... - 24" x 24" x 6" I. VALVE EXTENSION TO BE USE ONLY WHEN TOP Of GATE V VE 1,FINELY OIVjjf ES EARTH FREE OF ROCK, LUMPS AND CLOGS EXCEEDING 6" ALL BETHE IRON PIPE STANDARD FIR HYDRANT 28 -DAY CONCRETE I Dt*1 IS DEEPER THAN 5 FEET FR FINISHED GRADE. LACED BY HAND, AND COMPACTED AROUND CAST 9Y �EPT, OF 12" OVER THE TOP OF THE PIPE BEFORE BACKFILL S BEGUN GATE BOX STRENGTH a 2000 psi RUCTED .SIGNS TO BE TEXT -\� WARNING 2 FROM 20 GA. S EELT BAKED ON -CHANICAL EOUIPMENT. AL I. WTIH ■4 BAR AROUND 2. ALL VALVE OPERATING NU ADE 2. ALL CO RETE BLOCKING SHALL BE - 28 DAY CONCRETE STRENGTH - 2000psi. WATER LINE+ AS REQUIRE - - ALL VALVE BOX. EXTENSIONS ARE TO BE OF STEEL SIZED AS NOT D 3. ALL THRU. BLOCKING SHALL PROVIDE A MINIMUM OF 2 SQUARE FEET OF CONTACT THE CITY AND ONE POST FOR EACH VALVE CCI PLETION AND PAINTED WITH TW BEARING Aft ":OF CONCRETE ON UNDISTURBED SOIL, OR AS DIRECTED BY ' MIN F LOW VOLTAGE DIRECT BURIAL " COATS OF METAL PAIN THE ENGINEER. TEE OR TAPPING SLEEVE &VALVE AS REOUIRED I IP RHEAS SNAKEPIT TEST ATI N (LIGHT DUTY) OR 3. EXTENSIONS SHALL B A MINIMUM OF ONE (t) f00T LO G. 4. WATER MAINS WIL NOT BE FULLY PRESSURIZED UNTIL CONCRETE HAS AS PRO ED EQUAL UNDISTURBED EARTH EXTEND BEYOND JOINTS REACHED 7 DAY S NGTH. REOUIREO t 14go SOLID COPPE a. VALVE BOX LIDSGATED ON 5. ALL PIPE WILL BE L 0 AS THE ENTIRE BARBELL WILL HAVE FULL 3'X 3' X 6" 'IET A -A VALVES TO SOL E FIRE BEARING ON THE FINE G EO TRENCH BOTTOM. BELL HOLES SHALL ' "? BE ADDED AFTER SUPPRESSION LI S FROM PUBLIC BE CUT FOR EACH BELL FIRE HYDRANT. TWO 3/8" SET SCREWS ON EITHER SIDE TO LOCK THE TYPIC UTILITY PIPE WATER LINES S ALL BE AMPro USA, LL562 L KABLE LID. AFITTING SHALL BE MECH CL JOINTS UNLESS OTHERWISE DIRECiEO. 6 ALL ANC R 90° KENO PIPELINE WARNING SIGN 7. HYDRANTS SHALL BE LOCATED CLOSER THAN 3 FEET MEASURED FROM STANDARD FIRE HYDRANT GATE VALVE __jj� THE BACK OF CURB TO THE FAC F THE STEAMER ON THE FIRE HYDRANT. W/VALVE BOX J k TRACER WIRE MUST BE INSTALLED DEAD END VE BOX PER SPECS. S DARD FIRE HYORAN a )PPERHEAp SN EPIT TEST/ -VALVE BOX PER PEGS WITH BOX 2" SOUARE AWWA NU 3 ATION (LIGHT 0 TY) OR 'PROVED EOUAL EXTENSION AS EDED EXTENSION WITH A f- -jA FINISHED GRADE + �% `BACK FIL� 6 FEET BEYOND END OF CENTERING COLLAR. 0 O UTILITY PIPE LOCATION MATERIALS COILED ANO SECURES FOR FUTURE CONNECTIONS w 1 TERMINATE CTO 5' AMERICAN FLOW CONTROL TRENCH 6• IP W/RETAINING LAND, G'p FROM TOP OFBOX. '- -!1 A 6" - - -T BURY LINE AS RED* o MARIE FIR HYDRANT LOCATION 2" SOU AWWA NUT NOTE: DIMENSION FOR CONCRETE VARIES WITH /' �� ��� ����� �� �������� THR T BLOCK EXTENSI N WITH EALIGN AS NEEDED CENTE G COLLAR. COMPACTION WITHIN LIMITS W/THRUST BLOCK NDISTURBED SOIL AND REDUCER AS REQUIRED TERM ATE 4' TO 5' ( �- END OF LI E BL CKING FRO TOP OF BOX. 6" STo. 6" D.I. OR C909 E W3000 W3-01 i ib ATE VANE 6" MJ ANCHOR ~ r %GALV.ELL ('_ III] SS BOLTS COUPLING GALV, NIPPLE �"� REMOVE DISCARD ST .GATE VALVE I I r AF R USE AWWA C900 /STAINLESSN V PEA G EL -FILL -'� 24" X 24" X JJ PRESSURE PIPE STEEL BOLTS KIG SL°TO t T. ABOVE � 1 � •) a R ETE 28 -DAY CONCRETE 2' X 4'X 6" CONCRETE SLAB WE HOLE STRENGTH . 2000 psi ( I 14 go. INSULATED PVC OR D.I. PIPE ; O HRUST BLOCK WITH ■4 BAR AROUND C' ALL VALVE BOX. COPPER TRACER AMERICAN FLOW CONTROL THE ENGINEER HOT -BOX POLY ROX MODEL PHRI 0") WITH �c- WIRE W/ALL SPLICES TRENCH ADAPTER OR AN APPROVED HEAT OR MODEL PHR2 (2") WITH HEAT OR APPROVED - MADE USING APPROVED WATER UAL TEE OR TAPPING ,x4., BRECASTSING BRASS BALL VALVE TIGHT CONNECTORS MJ PED CAP SLEEVE & VALVEVMECHANICAL JOINTS I CONCRETE AS REOUIRED WITH SET SCREW B CK VISI VA - A BLOCK AS DIRECTED, RETAINER CLANGS MIN. DIMENSION APPROX. OR MEGA LUGS 6'• X 12" GR ELOK EQUAL TO ONE BAG OF W/M.J. SPLIT ANDS BLOCK A, DIRECTED (ROTATE TO FI GRACE) SACKRETE OP ION,AL 'BRASS ELL MJ TAPPED CAP GATE VA VE OR OX STANDARD FIRE HYDRA N ASSEMBLY W1-02 W1-0{) CONCRETE BLOC G TO WATER 4" M. J. ELL PLACED ON CONCRETE BLOCKING TO BE INDACCORW�00 WITH 2" SQUARE x 2" HIGH COPPERHEAD SNAKEPIT TEST COAT WIT EN STATION (LIGHT DUTY) OR x REFE TO TECHNICAL SECTION 09 03 12 BLUE ENAMEL NT PERATING NUT APPROVED EOUAL FO RACER WIRE INSTALLATION COPPERHEAD SNAKEPIT TEST TAPPING SADDLE W/ CORPORATION STOP. 'BLOW -OFF RISER BLOW -OFF TATION (LIGHT DUTY) OR PROVED EOUAL a GROUND LEVEL NOTE:USE POLYETHYLENE WRAP OR EOUAL BETWEEN CONCRETE & PLUG ID TO PREVENT CONCRETE FROM t..t STICKING TO PLUG. 4 6. 10 1 O G p -THRUST - a Wy o _ �v mo to 1. NO ES IN COPPER TUBING WILL BE ALLOWED . .. PIPELINE .:. .... NOTES VALVE OPE ATING NUT SETSCREW A 24" MAX METAL DETECTOR TAPE ETER METAL TECTOR TAPE "'+"" EXTENSIOBOX(STO.) 5" CIA x 1/8' MIN TO PRESSURE TEST UNE I TELY AFTER THE RUCTED .SIGNS TO BE TEXT -\� WARNING 2 FROM 20 GA. S EELT BAKED ON b UNDISTURBED DIRTENAMEL THICKNESS S EL e ' 3. MARK EACH SERVICE END WITH METAL ' POST 10„ RGROUND WLR WARNING AND ONE VALVE SIGN PLATE w/ 90° UT -OUT CONTACT THE CITY AND ONE POST FOR EACH VALVE CCI PLETION END OF LINE BEFORE EXCAVATING INSTALLED AND AT OTHER 48" LOW VOLTAGE DIRECT BURIAL YELLOW LOCATIONS AS SHOWN ON PLANS. FURNISH SAME NUMBER OF o . M. J. E MIN. ELECTRICAL WIRE CONNECTOR OR OSS % TRACING WIRE UNDISTURBED EARTH EXTEND BEYOND JOINTS I" DIA STEEL ROD 14go SOLID COPPE BEDDING S D SOu E SOCKET 3'X 3' X 6" WIDTH 7„ XISI 2" BLACK PRESSURE 'v SENSITIVE NUMBERS 2" IA INSIDE A "? BE ADDED AFTER WITH PLUG 2 /4" DEPTH /8" MIN WALL TWO 3/8" SET SCREWS ON EITHER SIDE TO LOCK THE TYPIC UTILITY PIPE TYPICAL UTILITY PIPE PAINTED. OPERATING NUT. SCREWS PIPELINE WARNING SIGN HICKNESS) ARE TO BE FLUSH WITH __jj� FIL OUTSIDE EDGE OF BOTTOM SOCKET. k TRACER WIRE MUST BE INSTALLED DEAD END C NEL POST .0•• CAST IRON VALVE BOX COVER DIRECTLY ABOVE THE PIPE AND 2'X 4'X 6" SHALL BE TAPED TO THE PIPE AT tD' INTERVALS. TRACER WIRE SHpI,L EXTEND PIPE, GATE VALVE EXTIJN S I O N �% `BACK FIL� 6 FEET BEYOND END OF * THAN 450 E / 19!• UTILITY PIPE LOCATION MATERIALS COILED ANO SECURES FOR FUTURE CONNECTIONS w 1 AMERICAN FLOW CONTROL TRENCH 6• IP W/RETAINING LAND, G'p F_w � _ � ADAPTER OR AN APPROVED EQUAL BEND AND UG. -!1 SE TI NAA NOTE:USE POLYETHYLENE WRAP OR EOUAL BETWEEN CONCRETE & PLUG ID TO PREVENT CONCRETE FROM t..t STICKING TO PLUG. 4 6. 10 1 O G p -THRUST - a Wy o _ �v mo to 1. NO ES IN COPPER TUBING WILL BE ALLOWED 4. MATERIAL USED SHALL BE AS SPECI PIPELINE MEGALUG OR NOTES WARNING SIGN MAIN LINE SETSCREW A 1. FURNISH AS SHOWN ON PLANS TYFF- RETAINER BLACK AND ON ALL VALVE SIGN POSTS. TO 3E UCT@N. TO PRESSURE TEST UNE I TELY AFTER THE RUCTED .SIGNS TO BE TEXT -\� WARNING 2 FROM 20 GA. S EELT BAKED ON b UNDISTURBED DIRTENAMEL FINISH. FURNISH ONE e ' 3. MARK EACH SERVICE END WITH METAL ' POST 10„ RGROUND WLR WARNING AND ONE VALVE SIGN 24" IN. CONTACT THE CITY AND ONE POST FOR EACH VALVE CCI PLETION END OF LINE BEFORE EXCAVATING INSTALLED AND AT OTHER O WATERLINE CAP/PLUG YELLOW LOCATIONS AS SHOWN ON PLANS. FURNISH SAME NUMBER OF o . M. J. E **SEE TECHNICAL SECTION 33 12 13 BACKGROUND tK" REPLACEMENT SIGNS AS FOR EACH OR OSS % INSTALLED (OMITTING VALVE UNDISTURBED EARTH EXTEND BEYOND JOINTS V AL V NUMBER ON VALVE SIGN BLANK) BEDDING S D NO. (NOT A SEPARATE PAY ITEM) 3'X 3' X 6" WIDTH 7„ XISI 2" BLACK PRESSURE 'v SENSITIVE NUMBERS CONCRETE SLAB A "? BE ADDED AFTER WITH PLUG 24•• ETO WHITE BASIC SIGN HAS BEEN (2 FOR DOUBLE SERV.) MIN. PLAN VIEWBACKGROUND. PAINTED. MJ PLUG PIPELINE WARNING SIGN UNDISTURBED DIRT CO ACTED SELECT -� . R. VALVE IDENTIFICATION SIGN FIL 4'-0' BLUE, HEAVY DUTY, WING VALVE BOX AND SHAFT EXTENSION MEGALUG ,' C NEL POST .0•• CAST IRON VALVE BOX COVER PIPE 2'X 4'X 6" ONCRETE SLAB 2'X 4•x 6" CONCRETE SLAB Trim a ..0..NOT GREATER �% `BACK FIL� * THAN 450 E / 19!• AMERICAN FLOW CONTROL TRENCH 6• IP W/RETAINING LAND, G'p CONCRETE ADAPTER OR AN APPROVED EQUAL BEND AND UG. SE TI NAA 06'yp NOTE: DIMENSION FOR CONCRETE VARIES WITH /' �� ��� ����� �� �������� THR T BLOCK WATERLINE SIZE *NOTE: RESTRAINED JOINT " M. J. ELL PLACED ON INSTALL ANCHOR COUPLING COMPACTION WITHIN LIMITS W/THRUST BLOCK NDISTURBED SOIL AND REDUCER AS REQUIRED OF ASSEMBLY SHALL BE 95% END OF LI E BL CKING ASTM°D698 ENSITY PER IN- E BLOW AF ASSEMBLY W3000 W3-01 NOTE 1 -EMBED COPPER LINE IN TAMPED D FROM BR NZE INSECT SCREEN r %GALV.ELL ('_ UNDISTURBED SOIL TO 6" ABOVE AND ON BOTH W S.S. HOSE CLAMP GALV, NIPPLE �"� REMOVE DISCARD SIDES OF COPPER PIPE. I r AF R USE MJ PLUG VALVE BOX AND SHAFT EXTENSION 2.PAYMENT FOR BID ITEM OF RELEASE VALVE" AIR BELE /VACUUM 2" METER BOX WITH I I EXIST. GRADE 4'-0" CAST IRON VALVE BOX COVER SHALL INCLUDE ALL MATERI AS SHOWN IN BREAKER V VE DETAIL, INCLUDING MAIN LINE TAPPING SADDLE. vALMATtC MO L 101 0") CAST IRON UO I I Sc . 40 GALV. PIPE I t� 2' X 4'X 6" CONCRETE SLAB 3. PIPE SIZE SHALL BE t" OR 2". OR MODEL 102 (2") OR 11 AFTER BLOW -OFF 4.SIZE OF LINES AND VALV S MAY BE MODIFIED BY APPROVED EOU 1I INSTALL MALE QUICK AMERICAN FLOW CONTROL THE ENGINEER HOT -BOX POLY ROX MODEL PHRI 0") WITH I EXIST. GRADE CONNECTION &CAP TRENCH ADAPTER OR AN APPROVED HEAT OR MODEL PHR2 (2") WITH HEAT OR APPROVED 4' APPROVED UAL EQUAL BRASS BALL VALVE PIPE MATERIAL MJ PED CAP 4" X 3' X 3' CONCRETE PAO (FOR t" PIPE) BRASS THREAD PIPE WATER 4" X 5'X 3'CONCRET PAD (FOR 2" PIPE) MAIN IRON PIPE THREAD COMPRESSION FITTING 'BRASS ELL MJ TAPPED CAP AND BALL GATE VALVE CONCRETE BLOC G TO WATER 4" M. J. ELL PLACED ON CONCRETE BLOCKING TO BE INDACCORW�00 WITH �- TYPE "K" COPPER TUBING BE IN ACCORD E WITH MAIN DETAIL -00 UNDISTURBED SOIL BRASS NIPPLE 4" END OF LINE TAPPING SADDLE W/ CORPORATION STOP. 'BLOW -OFF RISER BLOW -OFF IR RELEASE VALVE & VACUUM CHECK VALVE VV3.03 W3-0 WAC12 NOTE:USE POLYETHYLENE WRAP OR EOUAL BETWEEN CONCRETE & PLUG ID TO PREVENT CONCRETE FROM t..t STICKING TO PLUG. 4 6. 10 1 O G p -THRUST - a Wy o _ �v mo to 1. NO ES IN COPPER TUBING WILL BE ALLOWED 4. MATERIAL USED SHALL BE AS SPECI IE OR AN BETWEEN SERVICE SADDLE AND THE CURB STOP APPROVED EOUAL. FOR SINGLE VICE OR BETWEEN THE SERVICE SADDLE AND TH E FOR DOUBLE SERVICE. 5. iLL CONNECTIONS TO BE COMPRESSIQ TYFF- 2, IT SHALL BE THE RESPO ILITY OF THE CONTRACTOR 6. ALL SERVICE WYES &EXTENSIONS AR INSTALLED WITH THE MAIN LINE CONS TO 3E UCT@N. TO PRESSURE TEST UNE I TELY AFTER THE BOXES SHALL 8E PLACO STREET CROSSINGS HAVE BEEN I LED. 7, METERS AND VALVE CITY UPON PAYMENT OF FEE. FOR DUCTILE AND PVC. OR 3. MARK EACH SERVICE END WITH METAL ' POST S. LOT CORNERS SHALL BE MARKED WIT A LATH PAINTED BLUE. THE SUPERVISION F A RPLS UPON CCI PLETION D BLE SERVICE CONSTRUCTION. ONC.CURB & GUTTER n • C **SEE TECHNICAL SECTION 33 12 13 i FOR MATERIAL REOUIREMENTS 4' BKRB BBE 1. ALL CALCULATI S ARE BASED ON INTERNAL PRESSUR OF W 20L FOR 24' D SMALLER INNER DIAMETER PIPE. 2, ALL BEARING SUR ES OF THRUST BLOCKS SHALL YE PLACED AGAINST U (STUBBED EARTH OR ROCK. 3. CONCRETE FOR BLO ING SHALL BE 2000 psi, APPROVED SERVICE SADDLES 4. DIMENSIONS MAY BE IEO AS REOUIRED BY FIE D WHERE FOR DUCTILE AND PVC. OR AND AS OIRECTED BY HE ENGINEER. THE VOLU OF TAPPED TEE CONCRETE BLOCKING S L NOT BE LESS TH SHOWN HERE. 5. WATER MAIN SHALL NOT E PRESSURIZED UNT ALL CONCRETE C) D BLE SERVICE BLOCKING HAS REACHED OOPSL THRUST B OC ETAILS POUR CONCRETE AGAINST CONCRETE SHALL NOT UNDISTURBED EARTH EXTEND BEYOND JOINTS TRENCHp' WATER STRUCTURAL BACKFILL AREA INCLUDES 2' WIDTH ALL PAVED AREAS (SIDEWALKS, STREETS. ALLEYS, BALL VALVE - PAO a PIPE DRIVEWAYS,AND PARKING AREAS) AND SHALL WITH PLUG ' EXTEND 5' BEYOND THE CURB LINE. STRUCTURAL (2 FOR DOUBLE SERV.) • . +:' + ..; ` ; BACKFILL SHALL BE CEMENT STABILIZED (OPTION 4' BKRB BBE W -t t - O J MIN.---- LNVIF,a C) D BLE SERVICE w /� A �► 2' MIN. -3' MAX. BALL VALVE - PAO WITH PLUG (2 FOR DOUBLE SERV.) 1" TYPE "K" COPPER TUBING (2 FOR DOUBLE SERVICE) 1-1/2a X P' SERV )E -CORP STOP I I tt 0 DOU L I T j PE K CO PER (''TUBING (SINGLE SERVICE) t - t/ ' TYPE ERVIC COPPER TUBING (DOUBLE SE) 1-v2' T -OFF BEFORE WYE WATER LINE ( E NOTE ) NEW WATERI ER ICE (S'FIORTAND O.tirC S'I F1 W 2 - 1 X ` N0. 2 IN W4.03) OR EXCAVATED SOIL COMPACTED 4• 2' 2' 2' NEAREST BE '• +''' MAX TO 98% MAXIMUM DRY DENSITY AS PER ASTM 0698 6'8" TYP MAX" TYP 6'8" TYP. AX T WITHIN OPTIMUM TO -4% WET OF OPTIMUM JOINT (TYP. r MAX m (OPTION NO. t IN W4-02) EA END) CLR. a a PIPE JOINT B/C 5' O T r mini. CLR STEEL CASING I (E G CARRIER PIPE CAS SPACER OUTER POUR CONCRETE %P 00" --��QJ - - 1 -PC. PULL• N WATE DIA EARTH T UNDISTURBED ��JG PAVEMENT AREAS TIGHT NE b ' ENE EN ADJUSTABLE TOP RUNNERS SECTIO X -X PLA TIENT Jp�y �y Q CSEAL LAMPS/ S S" OR TO MAINTAIN t" MAX CLR. HORIZ NTAL THRUST BLOCK SCHEDULE /C "PS" B 0 CLAMP EL NG B I MAX STEEL CAST SIDEWALK.' NOTE CASINt; PACERS SPRINGLINE con ^ BEND ZE A B C E G VOLUME ' ' 4 -RUNNER MSN. TIRU 24 IA 8" WIDE BAND STAINLESS `� 1 I0 ttu nu It u (t ► te..r 5' CASING) OR 6• UNNHR STEEL (TYPE 304) 124"-42" CII+. : „ > ST ES PROVIDE 4 ° 6.8** 5.0 L5 t.5 0.9 2.7 O.a STL. TYPE304: WIDE B NEOPRENE INSULATION SLEEVE 90 �- RUNNERS AT 10,12' 6.5 2.5 1.511.2 4.0 1.0 w/ POLYME RS: C T 0 s° BETWEEN PIPE AND BAND 4 6 8" 2.0 2.0 1.5 0.9 t.5 0.2 BOTTOM OR NONCE i E0: CLE L rw �� 1012" 3.5 2.5 t.5 1,2 2.2 0.5 RESTRAINED F M FLOT SStB POL ER RUNNER (TYPO "✓t^� ORINSu CASC• . NC.,i j 25° 6,B' 1.5 1.5 2.5 0.9 0.8 °.' STRUCTURAL BACKFILL AREA 10.12' 2.0 2.5 1.5 1.2 1.1 0.3 11.25° 6'B' 1.0 1.5 1.5 0.9 0.4 0.1 10,12T-1.5 t.5 1.5 1.2 0.6 0.1 � TYPICAL HORIZONTAL CASING DETAIL O THRUST BLOCK W2 -p W2-02 W2-0 N TE: Poe 4 1. ORE INFORMATION ON WATER AND SEWER LINE CROSSING SEE CITY AT ALVE t. FOR INFORMATION ON WATER AND SEWER LII CROSS( G SES CITY AT VE STAN SPECIFICATION FOR WATER AND SEWER LINE CONSTRUCTION ALVE BOX STANDAR ECIFICAT_ION FOR WATER AND SEWER INE CON RUC ION VE BOX 2. STEEL CAST HALL BE AS SPECIFIED IN THE TECHNICAL SPECIFICATIONS, 2. STEEL CASING BE AS SPECIFIED IN THE TE . MCAL S CIF1 ATIONS. 3. DRY BORING PREF 0, WET BORING ALLOWED ONLY WHEN APPROVED BY 3. DRY BORING IS RCOUIR THE LCITY ENGINEER. 4. PIPE CROSSING A ROADWAY L BE INSTALLED OVE' THE M IT TIES INTO 61-4 4. PIPE CROSSING A ROADWAY L BE INSTALLED ABOVE THE MAIN IT TIES INTO WITH A BEND SUCH THAT THE C R PIPE CAN E PULLED ABO E THE PARALLEL _^ WITH A BEND SUCH THAT THE C ER PIPE CAN BE PULLED ABOVE THE PARALLEL MAIN. MAIN TEEggOggR TAPPING SLEEgVgRg &AVA�VE %ERESLW%EO VE EN ASE ENT AS REQUIRED 2'-0" MIN. EN MENT 2'-0" WATER LINE !SH E; I VARIE WATER LINE OPEN CUT OPEN CUT 5'-0" WIDT OF MENT LIMIT LIMIT MIN. II MIN. WIDTH OF PAVE ' I GATE VALVE 3 0" IOEWALK MAY GATE VALVE 3'- ELO DITCH FC bW LINE. OR PEN 0 AS I (' jr STEEL CASING TFIIREEENGINE Y CARRIER PIPE 2'f AS REQUIRED CARRIER PIPE STEEL CASING a. W TYPICAL URBAN CITY STREET CROSSING TYPICAL R RA .STREET CROSSING W4-01 a -FV 4- AO SELECT MATERIAL MATERIAL EXCAVATED FROM THE DITCH, (WHICH IS FREE OF NOTES., ROCKS, LUMPS, CLODS, OR DEBRIS LARGER THAN TWO (2) ORIGINAL GROUND OR ORIGINAL GROUND INCHES IN THE LARGEST DIMENSION). COMPACTED TO A BOTTOM OF SUS -GRADE PLACE METpI. ETECTOR t, FOR REDOING AND TRENCHING WITHIN ALL PAVED IN FUTURE STREET MINIMUM OF 90% OF MAXIMUM DENSITY AS DETERMINED BY IN FUTURE STREET AREA TAPE AT A T MUM OF 24" AREAS SEE DETAILS FOR OPEN CUT STREETS. AREA PLACE METAL DETECTOR ASTM 0698 (STANDARD) AT A MOISTURE CONTENT WITHIN ABOVE TOP PIPE ~ TAPE AT A MINIMUM OF 24" PTTO -4/. OF OPTIMUM UNDER NON-STRUCTURAL 2, ALL BEDDING &INSTALLATION PVC PIPE SHALL OPTIMUMANSI/AWWA r l ABOVE TOP OF PIPE AREAS Ge ... YARDS, PASTURES, EASEMENTS) AND TO A BE IN ACCORDANCE WITH ANSI/AA WWA STANDARDS U MINIMUM OF 987 OF MAXIMUM DENSITY AS DETERMINED FOR PVC PIPE. BY ASTM 0698 (STANDARD) AT A MOISTURE CONTENT WITHIN 3. ALL BEDDING & INSTALLATION Of DUCTILE IRON PIPE OPTIMUM TO 4% OF OPTIMUM UNDER NEW STREET O SELECT MATERIAL SHALL BE IN ACCORDANCE WITH ANSI/AWWA C150/A21.50 AND PAVEMENT AREAS. 4. COMPACTION SHALL BE ATTAINED BY MECHANICAL �- AQ SELECT MATERIAL �- © CEMENT STABILIZED D TAMPING. 6„-t2 6"-12" 5. RELATIVE COMPACTION SHALL BE TESTED IN THE B (MANUALLY © GRANULAR MATERIAL ©(MANUALLY PRESENCE OF THE CITY ENGINEER. ONSOLIOATE MATERIAL SHALL BE BANK RUN RIVER SAND WHICH IS FREE CONSOLIDATE 6. OUST RESULTING FROM THE CONTRACTOR'S AT OPTIMUM OF DETRIMENTAL QUANTITIES OF CLAY, DEBRIS, OR ORGANIC AT OPTIMUM PERFORMANCE Of THE WORK, EITHER INSIDE OR MOISTURE) MATERIAL AND WHICH, WHEN TESTED BY STANDARD ��ll MOISTURE) OUTSIDE THE RICHT-Of-WAY, SHALL BE CONTROLLED 4„ LABORATORY METHODS. MEET THE FOLLOWING REOUIREMENTS: 4.. BY THE CONTRACTOR. MAXIMUM LIOUID LIMIT 45 7, ALL TRENCHES SHALL BE BACK FILLED AND TEMPORARY UNDISTURBED SOIL MAXIMUM PLASTICITY INDEX t5 UNDISTURBED SOIL PAVING OR PLATING PLACED AT THE END OF EACH PIPE MAXIMUM PERCENT PASSING NO. 200 SIEVE 35 �I PIPE WORKING GAY. O.D. MINIMUM PERCENT PASSING 3/4" SIEVE 100 V -D... 8. SEE "OPEN CUT DETAILS" ST4.00, ST4-01 & ST4-02. THE MATERIAL SHALL BE FREE FLOWING AND WHEN WET, SHALL 6" MIN./12" MAX. NOT ADHERE TO FORM A BALL WHEN PRESSED IN THE HAND, MIN./12" MAX. 9. EVERY 100 FEET PROVIDE A WATER STOP BLOCK COMPOSED OF CEMENT SAND OR NATIVE MATERIAL DEPENDING ON EMBEDMENT. BLOCK SHALL BE 6 FEET OPTIONING. I © CEMENT STABILIZED SAND OPTION NO. 2 IN LENGTH. NO BEDDING SAND IN THIS AREA. CITY OFRYAN BEDDING AND TRENCH FOR DI PIPE & PVC PIPE WIT IN TheGood l,!/e,Te�assl,le: NON-STRUCrhURAL OR NEW PAVED AREAS W4-02 GENERAL NOTES: L AREAS WHERE EXISTING VEGETATION AND GRASS COVER HAVE BEEN BARED BY CONSTRUCTION SHALL BE ADEOUATELY BLOCK SODDED OR HYDROMULCHED AND WATERED UNTIL GROWTH IS ESTABLISHED. IN DEVELOPED AREAS WHERE GRASS IS PRESENT, BLOCK SOD WILL BE REQUIRED. BARED AREAS SMALL BE SEEDED OR SODDED WITHIN 14 CALENDAR DAYS OF L ILST DISTURBANCE. DRAWN BY: C.L. . PROVED EROSION CONTROL MEASURES MUST BE INSTALLED DATE: 01-01-09 O'RING THE ENTIRE TIME THAT EARTH HAS BEEN BARED BY STAY IN PLACE UNTIL V GETATVE°GROWTHANDHS ALL ESTABLISHED AFTER CONSTRUCTONEIS SCALE: N T C MPLETE AND THEN REMOVED BY CONTRACTOR. Al EROSION CONTROL MEASURES SHOULD BE CLEANED OF APPROVED: W P. K. SLT AFTER EVERY RAIN, F I G O T E: ESTABLISHMENT OF VEGETATION MAY BE A WARRANTY ITEM. 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