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O V V V Y k I < z O O .N w X t- T a 1 O o 1 z < cn LO L O 0 U-173 zN L -a PS L W a 317 �11 m U)a) _ > W o •— - Z O Do 12 L .� L cv m �t O v O r p F- 0 n- I— a CSI c0 C'SI = �o Cf In N it in C'S s r O` O Z U m a Z N L a o O �� �O o�— �— 31.8 CL -- F .O U O 0w O Q c° 39 Ov Uci C60 0 U) r-- �O O .. 3 , I- � a !- too � � a , z V [Q t � � I :n ,t Tl a� ��..- scr.vi- Submitals eeieeoeo eee000 ee eoe ee 0000 ® ° a WMo°ALAN KING ee °ease°0e°°.°°.see/ 1900 3-28-11 DRAWN Cr 0 0 CHECKED DATE 8-18-11 r� SCALE ill= 10t-olt JOB NO.. LDG 9.087.11 SHEET vt a .gym> a. I _ OF s a 8 _ � 0 .a Ln D o o 00 I lei i O ai o - ' 14� —' C� L E fF bvC I - O U- J 0 � �H I� I O o ❑ T n ! �o n� a m a C i t Prepared For: Qty OF Coum STATION i DRAWN Cr CHECKED DATE 8-18-11 SCALE ill= 10t-olt JOB NO.. LDG 9.087.11 SHEET vt a .gym> a. I _ OF s PROJECT BENCHMARK: SQUARE CUT ON TOP OF CURB ON SOUTH SIDE OF HOLLEMAN DRIVE APPROX. 200' NORTH OF INTERSECTION WITH FM 2818. X= 3553461.31, Y= 10199936.19, Elev= 322.23 Its REMOVE, EXISTING ,E 0 Allib RIM PHASE LINE New Pavement Existing Pavement FDrill & Epoxy Proposed Reinforcement into Existing Proposed Reinforcement Concrete (Min. 9" Depth Drill) P (Epoxy per TxDot 5016) See Detail NTS FRENI connect-e"-pavernal PLOnEO: 24 Feb 2011 - 12.09 prn -i- 1/ TE ' I PROP.1 10'�F'fJ' ' PHASE LINE t " _ �'•;: f �� - PROP. 23'I -- '= P.U.E. e r u 1 "`_ =.•-_ -\ r.,.e,.' ' �IlID PRP1 l' / P. 10 t ,f Pw- / .-.. EXE E. _ a 4'"` i 4 tea. l I _, { �---r---J�'f{ j 1 �' 'r 1 Inch testu7H ` 1 HAR v MITCHD-I- .i / -- I' h y -i 'L / d r L / I PROP. 20 " C P.U.E Y-1 COLLEGE STATION fa CITY LIMITS t f �` f 1 1 t x" �, nawc: 222 I F• - �� vv" Ni i`_i { J 1r 1 i _ ! _l -•--f. _..� d _ p � 7 1 GRADE SWALE TO PROP. 15 _ .i _'` `�!. - .•-.._. 1 J4�r4 ��'i �? i _.� _ _ / " DRAIN r, P.U.E. ---s --t - L r j / PROP. T5'�- �•_-�..s _ �"--- j - j ? 3 / (-1 % SLOPE MIN) ' -� _P.U.E. F / VlCIN TYMAP A/- PROP 1 --- _-� �� __ ;° _ -- GENERAL CONSTRUCTION NOTES: WATER PROP. 15' ' ' { METER - __�___�` # " / ~ -'_ �� 1. It shall be the responsibility of the Contractor o verify the exact location of ALL existing underground ( P.U.E. "--`"-----•� r' utilities. Furthermore, the Contractor shall contact al utility company representatives a minimum of 48 PROP 3" -WL J i �� hours in advance of any excavation. 18'84 TopW=318.94 f ' j �� a. Contact Dig Tess @ 1-800--344-8377 17.34 ToeW=317.44 RETAINING -WALL - 315 � J PAVESTONE-MODEL 811XX T' " it b. Contact Kimberly Winn @ ATMOS 7742506 Tia , _I 6 (MAX HT 1.5') PHASE LINE 1 i �� C. Contact Mike Lavender @ Suddenlin. 846-2229 JTo{>W_318.22 316 NCE (�) I r I ToeW=317.00 FE d. Contact Isabel Cantu @ BTU 821-5770 e. Contact Mitchell Gas @ 779-4460 - f. Contact Union Pacific Resources @ '78-8525 316 FOR CONTINUATION OF `fr i 317 GAS UNE ELECTRICAL CONDUIT' g Contact Richard Wallace @ Verizon 821-4752 " REFER TO ELECTRICAL h. Contact Gilbert Ramirez @ CSU (ELS ctrical) 764-6255 318 1 PVT WL PLAN i. Contact Butch Willis @ CSU (Water/ astewater) 764-3660 : . �" 31j ~` 2. All construction shall be in accordance with the current City of College Station (C.S.) Standard "' - 4 �n '' _ � - 1 - LA Specifications for Street Construction BCS Unified Technical Specifications, Water and Sewer and Generals, rY f 3 a s�'r a. ¢ {gat {,yr ' dal'` , v _ 1_'� r PHASE LINE P / (! P .�'�`5f•'+�...y _ x'w ? i_.;.::�'€y `i;��`�l ."..>"W-+:. .,.x ,,-„=M�. - y."4'r'j, ., ' i w I -�' - a� K a� __ _ 2008, and BCS Unified Design Details. All inspection shall be performed by the staff of the City Engineer 1.3a r .6< , Y ,.1(7 'Y..s u �y. - 'x`. �•.t','`r+ .sG� " ` .fit" a?' < ',.�fi:; (TYP) m 'I f {} �•.r`-<, u. `a r "" i ,,.__` .�'F'= „5 001`' <.?;..d ''.,�4 .�"� } '.._3 ., "k '" �:, m.,a _ ,..•'' . I.h:, .,u , .?t of C.S. All construction shall be coordinated with the Cit of C.S. Cit Engineer. X_ ,-,� .. .F 'w •`4. ,e �:a,s: - E a •tz , a, , '�,,,,,,,-_ "` PRO Y Y 9 a,.:. g ` f�1f 1" ' .7tip' 'a'= / 3 In lieu of usingthe construction materials indicated in these Ions the Contractor shall obtain written 53,q P:u»E. i 317 a r t v ` .4`�. •3 "ir -; `` " ir7 � . ":_-. :.�, ,' ' � - � ,. {i4: �`-- `a g "• + 6 s =�:r,? ,r �` �,�o i 3 ?1f1 Ez _ -�_ �,r ; r.��n � �:.., � approval from the City Engineer for any substitution prior to Construction. Requests for changes should .s a /� . •rte �-- .,; y , �._,, include product information and an engineers seal where applicable. The contractor shall be financial) =; 7 DRAIN Fri f I{ d� 4 P 9 PP Y '.` - � '- . _ ;. ,� .: $,r.. ' , .< .' ' -':'1- � ��'- ..:: .: .. r, , ... .,:. , ,, _ , . `; � '.,.' .°� ::;';' . `.'.=•:: � .�'`'`.. �. i3 ' .ham �i'' / -..; ., ;;: , ,3: , �.. , y _ ,::_ .,., : , . _ ., ..... � ,•$. �, .. �=�. / N � �� ~�-. res onsible for the en ineers time spent reviewing Chan es and redesigning based on contractors requests. -I?E13 _;. 31 ri 3 � ��. h :�,� ,_ . � ��-.:� ���.. -��.,.� � ,�,� ., ~-..�.. 9 P 9 9 9 9 q T Y. P PA O ..,� �, e � F � Ti �. � - accords ce with O.S.H.A. Standard 29 CFR Part 1926 Subpart .� ,. , .�, i 4. Trench Safety Requirements shall be in a 3 ��r _ POOL - Z=2: '`\ Y q P z a S and al federal, .. 1state and local regulations. P 3 K I conform o the specifications set out �... - . ,... s., (� . , ,. : - :_.:.. _,- ,. :: ;: ; _.P K, F, . 1 t ' •' � _ �s .� 5. TRENCHING AND BACKFILLING: All trenching and backfilling shal o t s:6�, L 9 9 P r .,!' - ,: ,st. •,: n :. .tet. - -y,, - ..s^ -^.l.K z ....- ... .. ,.,_, _ S :,- L C -. Z.z^. 'C. ./ - ,_.-.. , . . ,.-. � .,. .s _.. ,.,>_ . ,.: .,, .. ,.. , _. ,. ,. � ✓ r .ev.. .:.,. .., -:'z .. _. herein. Testing shall be provided b a certified lobo to at the Owners expense, to vert these .c..;� .,.�.., a .� .� , � ate. - r _-} ��� p :�`�r .,.,:. ,u. :. - - - - j •v;_ esF _ -. - r.eY n v ;S.$ t ;.. h.-..-33''. N 4 .-..-z- .. ., `- .: .,� ,. ::.. _ ...- ,_ -..".s��. , U"u �a I ,. et: fC`*' .r,A.... . 71. t..-...: t ^�La,:. .,.--.-,...-'`� rr,••-�,:.:... ..: , ..+� ,: ,. „ 2 ;2.,F 3` 9.. 6 GAL ,� , BALL. 9 P Y rY P verify -..:,.- ... ,. � standards. work s all be at the expense of the Contractor. Structural � Any retesting due to substandard w a �g� P �:: r � Au �Y-, s r.� ..,� 4 � . -- � .� •r r..� ea' .,�4:� � v.. -, .er:; .;f%j `'t y� /� , k?' - ,.:r <....,.�. 3. S ." `3'v,<r. �,.>. 4 car 'r.. °YT... `e,,; % _ _ .. N ,. fs t ,� areas shall include all sidewalks and shall extend 5 e and the curb lines of all streets, alleys and ,^-`•'q v _ 10 DRAIN-•- w - - Y Y �:.n...�,. N"i,' a Er•,:-tk.s�'„ e-�,r'' : t hRZF'"X p'�,c e.'"v .' :�.r' F, -� n- rY:. / a. _ �POOL4 -` parking areas. a`•»_m� _2 z3a.. �V.<' KEIBALL'' n u5� h"; . ,a .#: -.:ti ,. `ak.; G.. t - a , .- $ a ✓,'--`au gasr`r-k,mk.d" r �,- \i.. ES". _ QUJ " -v ► .. 1 t .� <w.... ' .�•'� !f h w + .k '_-_." S 9 ^y' R i= fE r C�3 ..c.. �} .,r F., ei GATE ; f r _ :� Y- r N COURT co GRADE SWALE TO 6. It is the responsibility of the contractor to com' ly with all State and Federal Regulations regarding L, ...• _ FF 319 25 FENCE rt `-rU h m= ► - . ,._ a . cp DRAIN y - ' UNCQVERED) construction activities near energized overhead ower lines. Additionally, the contractor shall coordinate all %e1 F�iRE IT t r i r /� (-1 % SLOPE MIN) 9 P Y err r _ . r. f -�-, , r--�• `--: ,- �--��;Y µt -xm ' � proposed .work and procedures with the City of C.S. Electrical Division. 2._PVC -7- 7. 2-2 -PYC _._ _ _ _ - .• ,, � a�, , ,,n.,.4. ��.� _ 1,. __ <. ... y .- - 7. All materials 8c --labor_ not Identified as a Se arae a -Bid Item shall be eonsrdered-substdra to the iterrr in which it is used. All materials and equipment shall:be both furnished and installed unless otherwise GRADE SWALE noted. PROP. 5' U.E. 8- The Contractor must provide construction staking from the information provided on these plans. - ; i P' �. - � 2 - r 9. All soil exposed by construction shall receive cellulose fibermulch seeding. 3cc ��; .'� 10. Trenches may be left open overnight if properly barricaded. - , /GGHTPOST ���� ' �_ 11. Adjustment of Water Meters, Valves, Manholes, I igation Systems, and any other Public or Private GRADE SWALE TO w DRAIN^� Utility, etc. are not separate pay items. The Price o the adjustment shall be subsidiary to the S/ TE PLAN (-1% SLOPE MIN) PROP. 5' construction of Sewer Line, Force Main, etc. _�> P.U.E. % / ^ > ��„ 12. The contractor shall coordinate with Atmos, Suddenlink Communications, BTU, CSU, and Verizon to SCALE 1 =20 31 '� PHASE UNE adjust the location of existing facilities. e a 7 •iyp 13. The contractor is responsible for traffic control., This is not asp rate pay item. A , 14. Temporary spoil areas will be identified on site by owner. Clean dirt may be stockpiled and remain EX. 10' P.U.E. -� 31� ! 1 onsite if properly compacted in lifts and tested for d nsity by geotech. These permanent fill areas will be VOL 9789, R - PG. 191 318 -_> identified onsite by owner. 317 15. All roof and ground -mounted mechanical equipm nt shall be screened from view or isolated so as not to be visible from any public right-of-way or reside tial district within 150' of the subject lot, measured from a point five feet above grade. Such screening ,shall be coordinated with the building architecture and EX. 10 P.U.E. ^" L a Svcs - - VOL 9789, scale to maintain a unified appearance. PG. 191 16. All soil exposed by construction shall receive cellulose fibermulch seeding. 17. Fire suppression lines shall have a lockable lid o I the isolation valve. The lockable lid shall, at a minimum supply protection as the AMPro USA LL562-WA locking lid. Alternate lockable lid shall be approved by College Station Utilities Director or his/her design e. 18. Exterior Building and site lighting will meet the s andards of Section 7.10 of the Unified Development Ordinance. The light source shall not project below an opaque housing and no fixture shall directly project PHASE 1 D Required Parking None Accessory Use light horizontally. Fixtures will be mounted in such manner that the projected cone of light does not = - cross any property line. 19. Contractor shall provide parking lot striping in accordance with the layout shown on this plans. 20. Contractor shall mount a placard with the word jFDC" on Freestanding FDC's stand (Per Fire! Marshall). CORB LEGENDE�� RB r�°�SEO� c�RI RE .,n Saw cut to provide neat edge of existing curb. Leave 15" of rebor of the removed curb and tie it to the rebar of the new curb. CONNECT TO EXISTING CURB DETAIL NTS FILENAME: coneci_curbAwg PLOTTED: 18 Sep 2003 - 11:50 am Property Line ........................................................ - High Point 000.00 Existing Grade 000.00 Proposed Grade ss Proposed Sanitary Sewer Lines WL_ Proposed Water Lines gas Proposed Gas Lines ELEC Proposed Electrical Lines Phase Line 000.00 Proposed _ T/P Elevation T/P = Top of Pavement •x Proposed T/C Elevation T/C = Top of Curb --nom,:•:,.,-,� f y r i { REQUIRED ❑ +1 ► ❑ +2! © +y REQ WED FOR COMPLIAN"' APR '� 6 2 0 11 COLLEGE s­�`ATION ENGINEERMIG 21. All storm sewer and sanitary sewers being constrlbcted with this site plan are private. MITCHELL I VA, I MORGAN 22. All Water Meters will be 3/4" unless otherwise noted. T.979.26 6963 23. All dumpster enclosures shall be 12'x12' interior (clear space with no obstructions. TX. FIRM J SITE PLAN NOTES: 511 UNIVERSITY AU.. 1. Name of Project: Lakeridge Townhomes •.� F �' COLLEGE STATIOi 2. Address: 1198 Jones Butler Road, Colle a Statio Tx 9 REV I BAN' Y SPECIALISTS IN 3. Owner. Lakeridge Living L.P. A Texas Limited Partnership I' ^ • P.O. Box 10028 € v College Station 77842 (UBDIVISIONS on.com OF (979) 739-9944 �P�� 4. Engineer. Mitchell & Morgan, L.L.P. li VERONICA J.B. 511 University Drive East, Suite 204 , $1 i �,' . -'_ q- College Station, Texas 778401. (979) 260-6963�_' {� I e. 5. Zoning: R-4 (Multifamily)111L 6. Existing Use: Undeveloped -Vacant Prollo s -� - usss e all Court LOP 7. Setbacks: Per City of College Station Ordinances N m 4000l 8. Overall Site Area: 16.40 acres Phase 1D Area: 0.72 Acres O 9. Water Demands : Min.= 0.00 gpm, Avg.= 3.0 gpm, Peak= 12.0 gpm LL 10. Sanitary Demands: 2160 GPD Max., Min.= 0 GPD, Avg = 1080 GPD C�7 11. Overall Height of Buildings: 39'-5" to top Ridge � L tl t 12. Project Description : Lot 1R, Block 1 Lakeridge Subd'vision - Site Phase 1D 13. Abutting Parcel Owners: Arapaho LTD, Jefferson at the Zone L.P. _ 14. Clubhouse Area = 4104 sq ft Pool House Area = 480 square feet 15. All roof and ground -mounted mechanical equipment shall be screened from view or isolated so as not to be Visible from any public right-of-way or residential district within 150' of the subject lot, measured from a point five feet above grade. Such screening shall be coordinated with the building architecture and scale to maintain a unified appearance. 0) 16. Exterior building and site lighting will meet the standards of Section 7.10 of the Unified Development Ordinance. The light source shall not project below an paque housing and no fixture shall directly project light horizontally. Fixtures will be mounted in such a manner that the projected cone of light does not cross any property line. This site does not dies within the 100 -year floodplain boundary per FEMA's Flood Insurance Rate Map panel 48041 CO182 C. Effective date: July 2, 1992. MITCHELL I VA, I MORGAN M� T.979.26 6963 F.979.260.3564 TX. FIRM J F-1443 511 UNIVERSITY DRIVE EAST SUITE 204 COLLEGE STATIOi , TX 77840 PLAN & DESIGN SPECIALISTS IN CML ENGINEERING H14DRAULJCS HYDROLOGY s UTILITIES STREETS SITE PLANS * S www.mitchellondmor (UBDIVISIONS on.com OF prmF-144.3 04/19/11 TFC �P�� ..::........... :.*. VERONICA J.B. 'MORGAN ................776891..... -P.,. �0 G/ ST . -'_ q- ONAL. ENG\ M m N Y1. . J W o' L N m O L: F LL t C�7 a � L tl t a U C_ .U) 0) Q W 0 O 1 rLQ V O W MOMISCRIODII v :Jod paJodaJd "', -�:� �-2---X, , , II �p a P c o 30 9] � – .i:]Bxs (p o W O N P .. n..= CD �•� o T I'! 8()'6 DG I •ON qof O m A to 0 CD 0 4: g. (cD :res a 0 Uva Go 00 N cM. 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