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Home My WebLink AboutSP2014-9000529 • IIIIIIIAPPROX. _ E6dkTf0N- OF ---------- TAMU FIBER OPTIC - - - - - - - . . .... TELEPHONE .. .... . ..... . ..... .... b 01 PROP. 16 I.. . . ......... . ............ PROP. 1 ----------------- PUBLIC UTILITY HENSEL--DR - -DRIVE (PRIVATE)- THE GROUND PUBLIC UTILITY - -------- EASEMENT ....... . ..... .... . ..... ... �: I 7 - . % -7 -------- . - - - ------ . . . ........................... . ..... . ....... ........ .... . . ........ ............ . .......... . ...... . . . . . . ......... ............. .......... .......... .... ....... . ..... ...................... ..... . .... . ..... . . .............. ........................ .. . . ..................... . ...... .... . . ... ......... . ........ . ....... EASEMENT ... . ...... . .. . . ....... . .................. . . .................. ....... . . .. . ..... . .......... . . ........... . . . ............ .. . ........ . . ... ................... . .... ............... . ... . .... I.. .. .. . .... .. ... ... . .... .0 IILL . .. ....... T O111111111111111_ U U IBUILDING 4 BLDG PARKING GARAGE IBUILDING 3 i.T1 . >1 PROP. STORM: i.15ARKING GARAGE FEj M 7� DRAIN PROP STORN is fi d6 N A 7U77 .... . .... . ... ;r.. DRAIN >1 . .. ..... .. 0 E� IIPROP,'STORM , I;1p DRAIN Pnni EXLEC., POP: PRIVATE STORM DRAIN BUILDING 3 Vim_----————————————-—————-———- - - — — — — — — — - `VARIABLE WIDTH- I I , IIIII... ....... ............ . . .. . . ......... . ....... F" IIIIIII. .... . ...... ... .. . ..... . ................ . . ............... . ...... It. . . . . . ......... APPROX. LOCATION OF TAMO FIBER OPTIC TELEPHONE . ............ . ....... .......... D'NE S�FLAGGE,D:_dIT' IPROP. 1 O' EASEMENT THE GROUND EX STOR'M PUBLIC UTILITY DRAIN'% . . ....... . . ........... ------ . .. . ....... . ...... ...... ... . -------- IItItt 5 Building it i i. SLwl:etbackII r I*EW ITY U 1111_1 0 STORM aI R, EMOVE T II AND EASE ENT REP AIN PRO FF S LACE EX. DR Itl k. ffd ISTORM DRAIN IZONING- 'BLDG 5'i" IR-4 Ex. Ex. Dn'Ve Iarkin lot INEW IICUR 3: IZONING: IR-4 IIVARIABLE,� is, WIDTH ,W STOW DR'A'I'N',.` 5' UTILITY T -1 • PROP: EASEMENTsI. .......... III. . .. . . . . ................. . . .... .. . . .. I.. ... ..... .. . ....... .............. . .. . ...... . ........ . ... ............. I . ......... ........ . ..... . .. . .. .. . ........ ------ - ....... ....... zi S SIPROP. ISTORM . . . . . . ...... . ........ IDRAIN 0 T I0 TII—PROP. II4-1 SIDEWALK KPH 1) 20' UTILITY -DRAW EASEMENT I. .......... . ............ ---------- 9� ..... . .... IIKNIGHTS IKNIGHTS INN w LDT" IIINN z _PARKING G PARK N p v) LO' M IIII isrE M- - - - - - - - - - I, . - I I , ! I I — . — _. i. —I � . - it IIIIr . . ........... . . ... . .. ........ CIO ..... .... . IBLDG 1 . ......... 5.5' 18 1 ;, ssROW. IIDED ION I24' ICAT Ilit- - - - - ........... ------ I---------- . . .... ... ... ..... I ZbNING•, C1 IIII_i EXJ� 12" iI. ..... WATEf?LINE iII. .. . ..... 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TEXAS AVENUE NEW MEDIAN EXTENSION BY HDR (100 R.O.W.) ENGINEERING I. . ........ . ..... . .... ... ...... . .......... . . .. ...... .. ... ..... . ..... . ........ ............ . ........... . . . .......... II. ... ....... . ..... .. . .......... . . ........ . ...... L II... . .........SUPER 8 :7 RODNEY D.is . ........... -7' - - - - - - - - - ROONEY D. IYOUNG - - - - - - - !3ANKER IYOUN(�-, PARKING LOT so i - - - -fr - - IINSURANCE INSURANCE', / .II. . ............ I- - - - - - - - - - ---------- - -Ix E: '♦ 0 I--AN 0 --CITYOFBR BA Ot of I�rF IZ IIV rq AMERIC�' I- - - - - - - - - - ------ 'E"IEWED FOR,'- -I, ix E\ t 't '4/ - - PARKING LOT Is---------- (n itIco LL SIT SGALE.' 17=40' r- 4CE MAY 2 8 2014 CULaur_ 0 DEVELOPN41ENT SERVICES7 OLTION PLAT FILED: Designed by: VM, im Drawn by: JUJ, JB Engineer of Record: VM Date Plotted: MAY/13/20114 Issue for Pricing / Bidding: Issue for Permit Application: Issue for Construction Revisions: # DATE COMMENTS 1 03/25/2014 ADDENDUM "A" C C/) C/) - z LIJ F_ - > -, 0 0 Z Z)0Q Z _J I (D W 0 L) C/) 0 U) W qj 2E 0 a- W 0 Uj _j 0 < CL W 0 U W LLJ ry LLJ zw2i 00 0 U 0 0 - 00 0 \p Firm #F-1 443 5/13/14 Ir . 0 ........... 7' VERONICA J.B. MORGAN ................................... .77689 ........... U) z.of-00 IUj C/) < C:) 00 0 Lij W W fl- rl- 0 I_- ce) CO 0 (D t fY 0 CO E _0 W j= < C.0 f- 04 C5 M :—): C— 06 LLI LLI 0 __j > :D —i UJ 0 SHEET CONTENTS: SITE PLAN OVERALL PHASE 2 SHEET NO. 11 11 C1.01 L Designed by: VM, im % % % Drawn by: JUJ, JB % % C� VM Engineer of Record: ------ Date Plotted: MAY/13/2014 Lli U) - - - - - - - - - - - - - - ------------- -------------------- - T'127_0 _fWt_I 1 inci� ------_----- -AO05.001 JE SCOTT (1-CI15 ---------------------------------- ------- TRACT- 4��,-,AQ�ES 169.7 ------------ iLX-AS .�,&M UNIVERSITY SYSTEM ------------------------------------------------------------------ ------------------------ --------- APPROX. LOCATION OF TAMU FIBER-OPTIC TELEPHONE TAMU FIBER, -OPTI '(PRIVATE) AS FLA�;GED ON 10' P.I.I.E. APPROX. LOCATION- OF- C -fffLEPHONE ____-----HEN'SEL DRIVE"' 5' BUILDING EXISTING YNE'AS FLAGGED ON 10' P.U.E. THE GROUND (11193/160) SWALE < ------------ (11193/160) SETBACK 5' BUILDING 0A 0-4 BALCONY/ 04- -0.4 oi- 0-4 oJ QJ -0.4 0- oi- BALCONY/ �_S_ . l, 0-4 EX. 9W(5TRICAL �.EX. ELECI EX. ELECTRICAL CONDUIT (TYP) PULL:�BO> -CONDL NDUIT (TY co RICAL SETBACK 0.4 oJ 0.4 03 EX. ELECT IiiiiiiiiiiiiIilm 4 ........... . ....... . . .................. ......... ........... A ............... 11 41 �,,'SIDEW r ------ I -- �;7 7 ---------- -------- I r 10' P. U. E. PHA SE" 11, LOT .2, BLK 1 (11193/160) NORTHPOINT, CROSSING VARIABLE SUBDIVISION WIDTH P.A.E. LOT 2, 1 (11193/160) NORTHPOINT CROSSING BUILDING,4' DG 4 RAIN MALL AREA,-% SMALC AREA D '(SEE PARKING, GA G'E EX� SMALL', AREA DRAIN,,TYP. DRAIN: TYP., BALCONY/ ,"LANDSCAPE SHEETS RANSF� OVERHANG (SEE LANDSCAPE -FT. (SEE ANDSCAPE .. . ....... . . ..... 1751086, SQ.' . ... .. ..... . ... .. FOR1 . ............... .. .. .... .... ...... ...... . .... .. ........ ..... ... .. (Pf ..... . ..... SPECIFICATIONS) ILDING 3 .......... _AAEETS FOR� SPECIFICATIONS) 'FOR BU (Ty ZONING:PDD SOEdfldATIONS) NV -I 3&� 3NV-t RD PAR�KING GARAGE 38IJ M1 YA DRAIN 7 P.I.I.E. 208451-SQ. FT. Z38464 SQ. FT. P) --- VARIABLE: 193/160) (TY ZONING:PDD 'WIDTH B-PVC �ZONING:PDD 6 6-PVC 6-PVC 6-PVC 6-PVC P.U.E� TORM NIEw S ZA W n DRAIN,,SYSTEM (RCP) �-7 . . .. .... ............ ............. ....... . . . .......... . . . .. . . ........... R28'.5' - - - - - - - - - 0 - - - - - - - - - - - -- -7- -7 AREA 1 VARIABLE POOL 0 L P-NASP= ILL, NEW 'STORM 1: 01.U.E BAL Ld :DRA)N SYSTEM LLI �RCP) 'SMALLAREA R11. 5'1- V) "(TYP) Z F_ WIDTH NY . .... .............. DRAJN?�--� DRAIN'T Li LANDING LLJ LANDSCAPE 'SHEETS (TYP) (SEE RETAINI G 3 WAL WA METER-,,, FOR'�SPECIFICATIONS) EX. 3" 25' P.U.E. EX` EL-tC . . .. .... GAS LINE I TRANSFORMER > (PHASE 1) VA 124 Ex� (PH1) EX. FIRE 'EX. SAN ANT VERIZON EX. ELEC. LINK EX. SUDDEN 25' P.U.E. tl j HYDR ELECT: ELEC. DUIT SWITCH SEWE CON R T TRANSFORMER PEDESTAL (TYP) SAN. (PH1) VARIABLE . . ... .. ... .. -TYP (TYP) (PH1) FDC FOR SEWER VER S E. KR V 11 t LE VARIABLE VARIABLEi' 'EX 8' 'P.A.E. IZON PAE. I H - 'VARIABLE-vi, WIDTH SEWER, . . .... EX. SAN.- WIDTH,- RI W M NHOLE P.U.E.' TYP LINE (TYP) WIDTH P.A.E. SERVICE P HAS E-- I I 7A bb JNDARX. - - --- ------- DEWALK -_9'drT� T. Vi 3& Mhk= 3-NV I 4-1 LINE` 4 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - VARIABL -------- E. ------ Cox E -------- sob 906-.. WIDTH PAJ RD6 FIRE'LINE LE . . . . . . ......... VARIAB E R1 2' WIDTHP.U.E. ob C06 ........... .. ......................................................... ............ ...... -, .. ........... . �; . :-, ...... 26' 77771j. J.. 7 . ............................ ...... . ......... .. ......... ............ ... ........ ......................................... ELEC. COND . ....... 2 6' FIRE'—.— ......... LANE --- ...... ---------- LANE 4" GAS LINE_'.-`o X. 2" FORCEMAIN C14 FIRE .......... ........................................... 4" GAS U N E EX. 12- EX. SANITARY EX. FIRE EX. 12" 5' BUILDING SETBACK ELEC. COND. EX. FIRE EX. 12 -W.-ZL - =WATELRLI�E .......... ............ HYDRANT WAT VARIABLE WIDTH ... VARIABLE HYDRANT SEWER LINff E (TYP ........................ .............. ..... E ERUN .................................... . ..... ........ WIDTH P.A.E. _W P.I.I.E. Z DUCT BANK MANHOL -Z I =mom= IM-Z I 3NV-I 3MI3 (11193/160) (11193/ _Z1 ;W66FJN'9 1M 4 3 N V: I I Z I I A -A R V1 FJ 12 111 E W -E'3 -3 1 V1 3�YJ iNiV-1, 3NI-4 3NVI 381-4 3NIJ 3NI3 Mft* NVI 3WI I -1 3�iI4 3NY1 3813 3N 1 160) - ------ ----------- ------ -------- 3bIJ 3NYI 381i 3NVI �Jlj 3NVI2 3NVI 3 3MIJ 3b1JI111IIIIIIIIIIII1t3NV1 381-44 0:3NV- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - . . . . . . ........... 7 ---- ------- 3n -3n - -------- y -- ----- 36 -- ----------- ---------- - ----- ------------- --------- . ....... ------------- ----- ---------- EX: 1-2-. e UW ----- 4;1 WATERLINE - - -------- 3n 3 n PA.E k9673/291) P.A.E. & P. U. E. EX. ELEC. wi f (10778/253) (9673/291) (10778/223) TRANSFORMER N-/F ------- T (PH1) f T- . ........... S 7619/141 5 ACRr TRACT HOME SUITE N ZONI C 1 (13y [LTON) . ... . ... . ............. ----------- T G LOT E01 COLLEGE ------ iz rn 7: HAMPTON INN HAMPTON INN 7:,j PAR --T-NERSHP-, LP PA %Z F 94642 SO. FT. ------ ............. ..... ZONING:PDD RKING COT PARKING LOT BLDG 1 ........... ------------ -------------------- C- a-� - ------- . . .... . .... rq > L . ............ . .......... --------------- 0 . ... . ..... ........... . .. ... . ....... . . . . .... -- - - - - - - - - - LINE THE GROUND�'*-,,., 0 L........... LLi Fit - -- ------- HOME2SUITES ro LIJ r U) .... . ....... .... . .......... . .......................... HAMPTON r.1 rn INN Uvllpi� PARTIAL S1 GENERAL CONSTRUCTION NOTES: 1. It shall be the responsibility of the Contractor to ve6fy the exact location of ALL existing underground utilities. Furthermore, the Contractor shall contact all utility company representatives a minimum of 48 hours in advance of any excavation. 0. Contact Dig Tess 0 1-800-344-8377 b. Contact Kimberly Winn 0 ATMOS 774-2506 C. Contact Mike Lavender @ Suddenlink 846-2229 d. Contact Gilbert Martinez 0 College Station Electrical 764-3660 e. Contact Mitchell Gas @ 779-4460 f. Contact Union Pacific Resources @ 778-8525 g. Contact Richard Wallace 0 Verizon 821-4752 h. Contact Butch Willis 0 College Station Water & Sewer 764-3660 i. Contact Shawndra Green @ BTU 821-5744 2. All construction shall be in accordance with the current City of College Station (C.S.) Standard Specifications for Street Construction, B/CS Unified Technical Specifications, Water and Sewer and Generals, 2012, and BCS Unified Design Details. All inspection shall be performed by the staff of the City Engineer of C.S. All construction shall be coordinated with the City of C.S. City Engineer. 3. In lieu of using the construction materials indicated in these plans, the Contractor shall obtain written approval from the City Engineer for any substitution prior to Construction. Requests for changes should include product information and an engineers seal where applicable. The contractor shall be financially responsible for the engineer's time spent reviewing changes and redesigning based on contractors requests. 4. Trench Safety Requirements shall be in accordance with O.S.H.A. Standard 29 CFR Part 1926 Subpart P. For general requirements, see Sheet S3 for details. 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 expense of the Contractor. Structural areas shall include all sidewalks and shall extend 5' beyond the curb lines of all streets, alleys and parking areas. 6. It is the responsibility of the contractor to comply with all State and Federal Regulations regarding construction activities near energized overhead power lines. Additionally, the contractor shall coordinate all proposed work and procedures with the City of C.S. Electrical Division. 7. All materials & labor not identified as a Separate Bid Item shall be considered subsidiary to the item in which it is used. All materials and equipment shall be both funnished and installed unless otherwise noted. 8. The Contractor must provide construction staking from the information provide on these plans. 9. All soil exposed by construction shall receive cellulose fibermulch seeding. 10. Trenches may be left open overnight if properly bardcaded. 11. Adjustment of Water Meters, Valves, Manholes, Irrigation Systems, and any other Public or Private Utility, etc. are not separate pay items. The Price of the adjustment shall be subsidiary to the construction of Sewer Line, Force Main, etc. 12. The contractor shall coordinate with Suddenlink Communications, BTU, Atmos Energy, and Vedzon to adjust the location of existing facilities. 13. The contractor is responsible for traffic control. This is not a separate pay item. 14. No spoil areas are available on this site. 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, materials, colors, and scale to maintain a unified appearance or shall use evergreen landscaping to screen. 16. Certificate of Completion may be requested for the garage separately. 17. All signage will be permitted separately. 18. Exterior building & site lighting will meet the standards of Section 7.11 of the Unified Development Ordinance. The light source shall not project below an opaque housing and no fixture shall shall directly project light horizontally. Fixtures will be mounted in such a manner that the projected cone of light does not cross a property line. 19. No combustible building material will be allowed on site until fire hydrants are operable and fire department approved emergency access has been provided. 20. Contractor shall assure that access to all businesses and homes along former Meadowland Street and Hensel Street is maintained throughout the project. 21. The Contractor shall work only between the hours of 6am-9pm due to the proximity of the Hampton Inn. Work outside this hours is permitted only with the permission of the City of College Station. Any work that is required to have inspections performed may only occur during normal business hours. 22. All Fire Hydrants with steamer nozzles shall be placed at 3' B/C. 23. The Contractor shall notify the City Inspector no less than 5 days in advance to beginning any work that may cause temporary service interruption. Contractor shall ensure that no property along Meadowland is without utilities service at any time except for the minimum time required to make the formal reconnection from the existing private lateral to the public line. Any outages and reconnections shall be coordinated by the Contractor with the City Inspector and the Property Owner as to timing and duration of outage. Upon completion of the reconnection, the Contractor shall notify the Property Owner. 24. Contractor shall coordinate any interruption to access to and from adjoining properties with the City Inspector, the Fire Marshall and the Property Owner. Access to properties is to be maintained at all times. If there is interruption to this access it shall be approved as to time and extent by City Inspector, Fire Marshall and Property Owner. SCALE.- 1'�--20' SITE PLAN NOTES: 1. Name of Project: Northpoint Crossing PH2 2. Legal Description: Lot 2 and 3, block 1 Northpoint Crossing Subdivision 3. Developer: Rob Howland, C.O.O. Capstone - CS, LLC 431 Office Park Drive Birmingham, AL 35223 (205) 414-6416 4. Owner: Wood6dge college Station 1, LLC c/o Rick Arambulo 1999 Avenue of the Stars, Suite 2850 Los Angeles, CA 90067 (310) 824-2200 5. Engineer Mitchell & Morgan, LLP. 511 University Drive East, Suite 204 College Station, Texas 77840 (979) 260-6963 6. Zoning: PDD - Planned Development - Granted by Ordinance #2014-3554. 7. Existing Use: Undeveloped -Vacant Proposed Use: Multi Family 8. Setbacks: Per Ordinance #2014-3554 9. Total Site Area: 4.41 acres 10. Water Demands: Min.=O gpm, Avg.=5.58 gpm, Peak=11.16 gpm 11. Sanitary Demands: 7313 GPD 12. Proposed Development on this site is not located within on impact fee area. 13. A traffic impact analysis was submitted with the rezoning and all mitigation required as part of that TIA is proposed herein. . 14. All sidewalk adjacent to former Meadowland Street will be constructed with this phase of this project. 15. A Replat for this property shall be approved and filed prior to any Certificates of Occupancy are issued for this project. No Part of this site lies within the 100-year floodplain boundary per FEMA's Flood Insurance Rate Map panel 48041CO215E. Effective Date: May 16, 2012 NOTE: PRIOR TO CONSTRUCTING RETAINING WALL CONTRACTOR MUST SUBMIT DRAWINGS TO COLLEGE STATION'S BUILDING DEPARTMENT FOR APPROVAL OF BUILDING PERMIT FOR TH E WALL. SEE LANDSCAPE PLAN FOR WALL DETAIL AND GRADING PLAN FOR WALL TYPE. BUILDING UNIT COUNT (PHAS"11 BUILDING 4: BUILDING 6: Total Units = 128 Total Units = 24 Total Beds = 368 Total Beds = 96 BUILDING 5: BLDG 4, 5 & 6: Total Units = 168 TOTAL UNITS: 320 UNITS Total Beds = 450 TOTAL BEDS: 914 BEDS PARKING REOUIREMENTS (PHASE Per PDD ZONING - Multifamily Dwelling: Residential Parks = 1 Park/Bed 914 Beds * 1 park/Bed 914 parks Total Parking Required 914 parks Standard Parks Provided in Garage 4 = 670 HC Parks Provided in Garage 4 = 15 Compact Parks Provided in Garage 4 = 20 Total Parks Provided in Garage 4 = 705 Standard Surface Parks Provided = 67 HC Surface Parks Provided = 02 Total Surface Parking provided = 69 TOTAL PARKING REQUIRED PH2 = 914 TOTAL PARKING PROVIDED PH2 = 774 PARKING REQUIREMENTS (PHASE I & 11) PHASE 1 PARKING REQUIRED: 1150 PARKS PHASE 2 PARKING REQUIRED 914 PARKS k0TAL PARKING REQUIRED: 2064 PHASE 1 PARKING PROVIDED: 1334 PARKS PHASE 2 PARKING PROVIDED: 774 PARKS �TDTAL PARKING PROVIDED: 2108 PARKS LEGEND _ -WL- _8_sS_ -4-SS- 04 LJT �! �c C-1.11 4-GAS r FIRE LANEE ME= FR�: LAWE V=== 24" 6- (min) FIRE DEPARTMENT CONNECTION WATER LINE SANITARY SEWER LINE STORM DRAIN LINE FIRE HYDRANT SANITARY SEWER CLEANOUT SANITARY SEWER MANHOLE STORM DRAIN CURB INLET PERIMETER FENCE PROPERTY LINE PUBLIC UTILITY EASEMENT LINE UNDERGROUND TELEPHONE LINE UNDERGROUND ELECTRIC LINE UNDERGROUND CABLE TV LINE GAS LINE SETBACK LINE FIRE LANE r #4 Bars @ 16* O.C.E.W. 4000 PSI Concrete \8" Uime Stabilized Subgrade, STANDARD CONCRETE PAVEMENT DETAIL F17� - y � MAY 2 8 20 1 4 COLLtOt 6 IA1 1U,4 DEVELOPMENT SERVICES PLAT FILED: - VICINITY MAP (N.T.S.) NOTE: FIRE SUPPRESSION LINES SHALL HAVE A LOCKABLE LID ON THE ISOLATION VALVE. THE LOCKABLE LID SHALL SUPPLY THE SAME PROTECTION AS THE AMP OR USA, LL562 LOCKING LID AT A MINIMUM. AN ALTERNATE LOCKABLE LID SHALL BE APPROVED BY COLLEGE STATION UTILITIES DIRECTOR OR HIS DESIGNEE. I Issue for Pricing / Bidding: Issue for Permit Application: Issue for Construction Revisions: # DATE COMMENTS ZS 03/25/2014 ADDENDUM W (D Z x (5 . J (-) _J _J _J U) Z _J 0 0 Z:;7 0 _J - Z ry csq - 0 < (D C) LLJ < C/) I` 0 Z U) < C/) W W 0 < 111 :E 0 0- W J Q -i LU 0 :j c) Z < 1 :J r W 0 W 0 (D W _17 0 ry -J J W 0 Z be- 00 F- - 0 0 �- 0 Cf) 0 C-) Firm #F-1443 112- __J _J < U) < C) 1�*_ 00 E 0 0 UJ W LL' > co 2) 0 (D C'4 0 E _0 W < 04 LLI U) Cl) CD c� C 06 W �!! LLI 0 _J > Z W _J _J __J LLJ V_ Lo C) C) SHEET CONTENTS: PARTIAL SITE PLAN PHASE 2 ala�" SHEET NO. C 1.02 NTS Designed by: VM, JM JUJ, JB Drawn by: o fr q= r t _ r ,, • tr • Engineer of Record: VM t ' Date Plotted: MAY/13/2014 t , , , e i • , _ ' i t ♦'a 3 t , 4 e 1 , 1 4r i f r - , r JS S` _ , p J • r ? , y ' t i - j:l`. r f ' • + + ' i i e . ` - _ _ - - - - - W 'e tDR Ld V) II Scale: I = ' rt inch 20 feet A005001 JE SCOTT, - (ICL), TRAET ~ 41, ACRES- 169.7 , TEXAS A&WUNIVERSITY-'SYSTEM' -- ft EX. STORM DRAIN ' APPROX. LOCATION OF APPROX. LOCATION OF ; TAMU FIBER, OPTIC TELEPHONE ; • • ' E L DRIVE'(Pk,IVATE*) , TAMU FIBER OPTIC TELEPHONELINE AS+FLAGGED ON HENS LINE AS FLAGGED ON I .I EX. THE GROUND ', 10' P.U.E. THE GROUND\ 10' P.U.E. ' ; (11193/160) (11193/160) 1 NEW STORM ,' �', DRAIN t` JUNCTION BO - -- ---- �- o� o� o�` -o« _.-_-_--__oj- «__.____ __« ___-_-_- _._-__«__-- -- -_-_-_ -«-" SEE STORM DRAIN` of of ^� of °� _ _ EX: -ELECTRICAL" Ex:-STDRtv9 ' CTRICAL o� aj ` _ of - - - - - - - EX. CONDUIT , _ _ _ EX. ELECTRICAL PULL BOX SHEETS -CONDUIT _ _ ♦ r w `' - _ - - - _DRAIN INLET `?- ,,,,� - CONTINUATION OF - - _ - -.._-d- L`aBOX «, - ---- N N „. _ w ®o®o o ®o ®®ems o ®o o ®.o ®®______--- ------ off_ ..... _..-------------_-_ s ...... ... ............ as �■ L / NEW 4r- ter:--i-:-- eo - • < a - . . . „ _ , .. _...... ............... .. w.. ..... ........ l:' ... c.-: a ...'-__ __ ..-- -"- - ....._ ....t.........'_ .`?ti........... ..... ", r ...__-- ........ .. ..... a . ..:-_wz_.. II II 1w _.................. ..... ..... ....... - - - - - _ __ III- _ t ----- _ _ --_ --- --- - - - - - «----___-- --- ; ' J. 4 r _ ^« ` i , a_ BALCONY `-I / __ i ° _ a i VERHAN ( ) t `t I REMOVE AND I t t TYP I III P EXISTING , I REPLACE - _ , STORM DRAIN a I II II I _ , EX. ELECTRICAL E I 4 CONDU , x-f , t ,• - - , « < LOT 2 BLK 1 N M i� irr .. ' .NORTHPOiNT :CROSSING , 1 IAI Y M -SUBDIVISION_ � " S STE , .! II II DRAIN _ -. 119 1 r , ; Ei 1 3 I II II I - EXISTING I E I , .r a II II I .. X i FOURPLE re, , F I u II R AINING r. ARAG E 4 ° II II SMALL :.AREA E WALL . , . , j Ex.• ',ELEC. 19851 SQ. _, FT. t TYP.' SEE f ANSFORMERS.,......, _._ ., .. , b _- {. , . - � _ > . _ . .. ': ,, I . ...., ....., v, TR ,,. - - - " - - `'� TRANS OLRMER , NE1t YARD . P ( II ; ...; LANDSCAPE SHEETS .: - _ . , � W a: ZONING. DD , . 1 E 3 P1 - 4 a PRIVATE � { ) ,DRAIN i _ 1 ( ) II 8 NS I b FOR SPEC111CATI0 } ACCESS ; i ` 1 ° LLJ EASEMENT I t ------- ,_ �/ MALL AREA i _ „ s R <� III + t, � DRAIN T1'P:(SEE- - t°q � ( ./ ) r t m LAN DSCAPE...SHEETS II I � A005001 JE .. 1 1 i _ 1 II I ' SCOTT (ICL); ' � t _ VARIABLE 1 // //Fil _ ._ ;NEW STORM - - _ _ _ .. _ _ SP N - R� ECIFICATiO S ' t < WIDTH - __ p - II I ; TRACT 41 ; q _ i- - DRAIN ,..SYSTEM -` ' ._.... _ FOR ` V J f .U.E. r RCP 1: II II ACRE, 169� 7, NEW .STORM .� ,.. r GAS + 4 , . ,. �e��z,>� 24-PVC - _ , .. .- . ,:. :..- . „ :: � - .. - .. I DRAINSYSTEM � __a .... � „; ,>.- -... 2 _: :'• .. _ I` a - �--- LINE - DRAINS NEW YARD ;1 ; II II I _A111' 8 GAS I I t�' UNIVERSITY n; LLJ (I t' - • E �. - t ,f � ... - - , ._ .::. _ :....-.. ... 1 EXISTING I' I NEW YARD I II II v J 1 _. I SYST M YAR - E [[.i f-DRAINS,,TYP I E s NEW D I;� �, NEW' STL?RM - 4' , „� _.._-- �.,_• : - I�I a! I C\j-,P }�„ 1IT: --------6--- R28.5 PARKING ,e-� ,e ,✓ I ,... TYP :-DRAIN ""SYSTEM Ili . 1 � ARKIN Z I LOT , I _�" II II } I _ I • I U li 4 s .. vA IABL ... , - .. .��," EXISTING x> E ... ., s { .,. ..-t. to .. ,. „ -:: .e,- I I.:. --_a*„ - ,.� ,h E n; I ♦ & `f , V�IDTH � I t 11 .' i h 1 ... I - -- s FOURPLEX NEW YARD: -��=s I II F- P.U.E. 1 d� - t .. . .. _>; ,,: cn .- .� .. •,,: , .. _ • . »»_ - „�,. � ,��= .ate a_Pvc >m" z4-avc= -- '2a=Pvc='- = 2a Pvc',i Ey'1 .. t ., Lij_ _ - I. , _'- .•f 24-PYC 24-PVC --•- 24 PVC _ 29'PYC ---2 - •,-„•," -. . ... 1 -DRAIN i.. E: ::, .': - ..�......+,...• �.�,•_ - - w . t 1 ,, ... R11.5 1_. , , t ,.. ,: , r-:_.,... ._... ..,.... .•. - �:_ '../ ' .-.. i III �r / < RM 1 W - -- NEW ,STO , , m� I'D'^ 1 I I W / NEW STORM I t DRAIN: SYSTEM , S , r 5 BUILDING Y I II RETAIN1tJG t �, ,. > ,. - ..; '.:......>• RAIN SYSTEM . I SETBACK SETB , 3' WAT R� E a , .1 ; �/ .... .••� _.�....; RCP q r ,y LI1 U»�" r'c • - ` - - a METER } I , .,.... , MALL .AREA SMAL.L, AREA > J FIRE LINE � I ee ----. VAULT r� cn_ _ _ _ ._r, -; - � ". � ------_. - ^ -- .. .�'z- i 4 - ,. - - - - - - --. '1 - r..- : L^a h I q1 W ; 2 I DRAIN TYP. SEE . DRAIN "TYP.: SEE m I N j} f( GAS x • � i ( .� *Pl SASE �i! U , U ya 8 ,, f SIDEWALK ( I II EXr SAN." EX. ELEC. - „' EX. SAN. EX..: EL1;C ,. ETS � - SCAPE SHEETS t �PH ;1) , ' I .. LANDSCAPE SHE „ , •:=,,..., _ � '` LINE a (-IYP).. . .. � `",LAND „t,.'- �` PHASE Ir° ` I n- r. / I i I II 'I D ;VARIABLE... SEWER ' TRANSFORM ; . BCUNQARY SEWER. -. IX. SCiDDENLINK ; SWITCH GEAR I FOR, SPECIFICATIONS) - FUR,.SPECfFICATIONS) I „ r :. VICE P EETAL ` I i , WIDTH' SERVICE: H1 „ E :=s°sER ID BOUNDARY �P ) I - i E .. 3; •WATER - BALCON H SEWER � II II a EX. '. SAN. - y® 1 / I- .V „ I TYP ----- M { ) OVERHANG ELEC {PHI:}:. "' - ,. - , , - , ,. FDC FOR :-. .. .. ,, I t� ___ ,q ELEC. COI i _� SERVI x�. II II _. .-. - .,. "`, I ..-.�.--,'.'.",,,,;;t, CE` TYP E`R °= UNDERGROUND BALCOI�iY 1 (..) a t VAULT . TRANSFORM I 5' StDEWALIC I TYP UILDING ` �? t / �:: BUILDING 5 14 - t i ) NE SIGN :> - t - a:- i S DEWALK ^ Ix.:.. DUCT BANK EX. FIRE -LA , - FDC FOR I \ _ _ ( 5 I a _ AL HANG (PH I - I II -I _ _ . OVER x ... , ELECTRICAL 3 _ CTR D -- 4 v> P.U.E. _•.-, ._.; `•( �i ERGROUN UILDING 4 _ . I ( ) /� EX. ABANDONED FDC FOR i ; I I P I ELE UNDER t TYP � I .,: II II 1 ELECTRIC } �r G RAGE 1 - MANHOLE - • \ ., - -- 12' P.U.E. - - - a • _.a.. •\ P.U.E. �--.--=--�1 �.q 5 P.U.E. - 1 1: �r=--- I I « 25' ,1 WL-L �1•r I t -=� -_ _ ---..' 1-,: „ _ - ) a 't''♦"";'31e1".T'iaiT®"'PYi""'YYi.'.'', ,'`fii b r FORCE,,MAIN r _ , x -- -- - s - -- ----- - « «.. _ ... , .. .,. - - • : •:� car J ----- ---- _ • _` VARIABLE WIDTH - - - a .. __ ___ _ 1 3n _ � SID = , ' ,: t ss� z •�, v _ z sew -z _ .... � «---"-. _ x, r- _ -- ----- , N r , x _ , _ 7 d _ L . ... _ -INE- _ 2 . G S L t=. « - _.. 3NVlg3?JI� � aid _ _..._. r. Wj-Zl E eild Na 3;y1 ''�tl: ' dl 3i' _ .�= ,'�i,9,.. _ . t �N`r c; :t.<� _ - - - 6' > r.y. 7 dl 3 ---------- -- - PROVIDE CROSSWALK STRIPING . ss ss s .......... .. -+ Y ........ -- r _--......_.. - - •`_ - _ ..._. 1 a t _ - -- '- ...... .t , •N 3a � 3r: _ W _ IDT . _ _ . --- --- -- ----- __ __......_ _ ... r , _ i.t................. ... t` EX. S.S. ^_ --- - - - - - wd z _ _ _ _ - s_ tr VARIABLE WIDTH - `"" ref-zt ref-zt W (6 WIDE WHITE STRIPE) -------------- - " s =os_ b a A IDT _ r-zt, -zt -- - P.0 E. MAN E -+ - ----- V ABLE W H • eos_ y r _ _ /� _ , I P.A. E. - rta t ss-z t ss-z t : 2 R1'� P.U. IX. S NITARY -_zt zt , zt ;®=`o zt w' - - o o H STORM DRAIN HOL II FIRE LINE of-z;... s.... z .� 26' FIRE ° X'. 12" in 6' FIRE. =x:------rt�- -... �zl. ...,.la!-u. t. +LiiB -zt MANHOLE (TYP) + o o.®o o' PH1 -« - - �,,,, �•- ,,•••- -----. „ " ' 'tom ELEC. COND. E A SYSTEM (RCP) _ F LANE E C 12 SAN. 4" GAS LINE Lv 5' BUILDING SETBAC.x VARIABLE WIDTH N "SEWER LINE LANE t `FORCE MAIN ......•••N =-•••••......... z + o P.A.E DUCT BANK , -z s--zt ss-zt ss-z� ss-zt - CF1A/FR I INIF ` ` e o SS-Zt Zt J7-- �C.1- :l-J`l,l ?>-bb �.m... ... W..na .. 55-oC ,;.,... g, P.U.E. `"' E o•-41. E SS-Zt ;.w" a EX. S.S. _ �EX. FIRE (11193/160) (9673/291) EX. 12='' :6.5'x6.5' �� EX.,~T2" SAN. EX. STOP BAR &STOP SIGN MANHOLIE EX. 12" I EX. 12' HYDRANT P.U.E. \\ . 5EWER LINE _ _ - _ _ 1 (10778/253) - WATERLINE (PHASE 1) EX. W I (PHI)' SAN. SEWER WATERLINE I - - - - - - - - - ` SIDEWALK nx-zt ,M-zt yr-zz _i_ ^ Zra-zt - - 1r+-zt _ va •zi _ (10778/223) w-zt_ h_ f_ - _ p .. - - - - - - - - " „ ~'Vl 321if 3!tlltl 3L�' =NVI 9zitd oolei�NYl 3211j ee 3NVl 3211j• 3NVl 3ai3!■0 tll 3LN3�'■.3NVl ij 3NV - 231� 3N ' 81! I 1 t - .c .. • ' ° - ~ ., - ""vr ENV IIII 3Nfa'� 32ii� 3NV-i 3Lfij i! 3Ntl7 �- - - - - - l`N_ - .. / '? - - I ` - , _` ''j { ) s i =R• o■■ cz- 3NVI -3813i 9RN,'381' 3N71 3211:f olS� 3NVl 3"�I! ■I® 3NV 1.3�'1� !!: �NVI 3L+1� 3NVl 3tfif 3NVl 381� iE 3:.V1 38 !I®3 Vl f-wA l 3 d 3 `t` • y � - - � `PH 1 _ # II I - - �' - -*- -- -- -------- --- �� - - - "6 ._=SI EWALK . _ - _ -.._ _ . - .,-. - _ ..-..•-..-..... - . - . - . _ x - ..- - -.. --_ _--....r---.-._.-_.-.-.-.-.._.-..__.:...-._- e ft ifs-- v _ - - _ _ , - , - ,-T-" _�' .. - -'� 3n am 36 .. . „ 3r1 _ . <n E x x x GAS~E _ , • 3 ;• i II ( ) I ---_«__ ----- -- -off � � --- --- STAIRS. � __ •,� q II I - - - - - _ P.A.E. & P.U.E. - - - - - - - - - - - -- EX. FIRE �-1 ----- - _ - t, 9673 291 HYDRANT -I --- -= ^ - x =w < -- WN- ......_... __._ : it , ' __ ...._. --. „ 1111 6 k �: E, I E `f.( - NEW I " ,� e q a 1 I III I � , ,! � ' q J I bl -N 0 PO1 NT JNCTICN t i I 1 - b I NEW BOX III IIII ; f E I ' • NG " q= -1D�-UTILI`fY �., i 'a .:fi, CR SSI o � � . - i }} •N N t . ,. _ JUNCTIO ki l up xI ; III fll � ,I xa e a p EASEMENT g° , I r ---PE . ! ,• Box - SANITATION � � I Ili IIIi� t 6 201 I t= - 72 ra _ { ) tt e + t _ 3 k i� _ s >' f• I ., �-<:= -IIII lfll tll 1 _ C E RD EX. PUBLI , s IR I f (PH E 1) R , - w x TING' N G' EXISTING _ STRUCTURAL sENSIEN , EXISTI INN � _ H0ME2SUITES = t KNI HTS` KNIGHTS INN TYP "h m IiI°m Ifll m it18,I }• p r :. I r t i f (�i -____ _ _1_ ______ PAR 1NG LOT PARKING LOT II II!% IIIi II ' (BY HILTON) IIIIIIIII�II N--------- _ _ I `£-------SPARKING LOT ---- _------- i °_ I ` 9' BUILDING ea i'r e ` {. ' f 1 - '' �' i + - t ' •�, , Ei ',: ,6 = ----------.._ II III III II ' q 1 k q i s p ., . I , x It' d , t w��! on:. :r.Y''•_..' • r; r.......... 1 .•�.... I j , t I ` _ 12�,I : .r e t 4 } :::s .'.r! ' p<'.a:3;•.. w. ,ti.-: 1 i a- _. �1#t .. k� _ I I t E t p 00 L•pL ODD ' ! " G.-.<.-. s+"• ......< ..,,,i, v. _::. ,.E-:: ! i S , f ! _ _ _,i , 1,$ I f ?f• , ., 1 1 t+3 r ( ,4 it 1 p a y i 8 • .: =r- _- ,...x° ..-,.: :r.... -._, { E. +u..: ._ f €i ! C.�' ; a ! _ - - •• - - - - rf _ _ ---�- �- -� - uG - UNDERGROUND � .. ° 3 4 I rDi lil II I :-- - -!----- "- III % r DETENTION nI'" II I < y'---------------- -EL................._ .. P- ...........1 T � - - -- - � � i 1 ,y SYSTEM - , �; � .�� , I _ I i III 1 �► 1`�„ ` -- - ► 1 J E PROP,ERTY ( q �, ; If. I : 9' III i 11 9' I I SCOTT ICL), f4 ,: d _,._. .................. ..... ................ .._ 4 ,r LINE , + ,•` M`If , IIII � -11 .II�: '`�' I t q ; ; TRACT1 SANITATION -ACRES 169.7 i r f ROOM = .... I ° � III � III { I ,s':, SIDEINA ' - � �. • Ei .. - - - - - r . , N KNIGHTS u m ;; a p n, P=III;111=I t O n, . r t ,,, 7 t;,,•" - i _ _ •• - Q" I II . �• IIII '� III 11 I = E I i e. y po ` ' q - `I m m m , q f , ,o� TEXAS A&M° U: INN -- 1 9q� , EX'. _ .I 1fll« Y '°UNIVERSITY r Ifli I I _ I SYSTEM 1 s r J t i r' .O �rr 1• I t`♦ ? `R ! 3 C ff pp , IIII li I 1 9 t D aq � w - .. _ L 1 _ f _ _ - F w I _ . _ _ III I- t Er ' I - I _ _ - 1 'U 1 } I 1 } Da I N N ,e Ilj _ < - 0 I VS to 1 I II -- - - t' i/i i - - •i _ s , - In � 10' UTILITY LU H0ME2SUITES -- E - - - - ( I i w q - _ _ = EASEMENT III ;III II R b --q , M W?' - __«- - =A^ - - _ __«---- "-_ - 465 37 ' I .� Ili;lll I < i W fi<...... - I I ____._- _.-- a,._............. " � r m W - - = - - �'_ - - - « 'I .,m Ia W Ili II ; N •R . _ ---- `I STRUCTURAL E' 1 , .... _...... --- - --- ---- - - - - i rr'I r •__................_.. -n -fide.`. ...,� -- ----«__«_-_ -- - Ir ;; I xx x a' 1 4 - - R I III II ............ I ELEVATOR � A-.� V � < � ` i --- ------------ -----' 'COLUMNS II o 0 0 � - � � `•' , - T-_ /- -�/ -- - �1---�'h-^ ��71�'�1-mil -�/-fit --�/-fit _-d(-�1-/✓------d�--=�/ , (I rTyp) p s------------- R VI VE rr COMA-1A N f PARTIAL SITE SEE SHEET C1.04 SEE SHEET C1.04 p V-� MAY 282014 SCALE. • 1'--20' REVIEWED I t.i� t 7„ COMPLIANCE COLLtuit O ilml INN STAB J3 BARS X 9" r MAY 2 8 201441 DEVEL®PMIENT SERVICES LEGEND 0 12 O.C. INTO 3"R PLAT FILED WET CONCRETE. 16- COLLEGE STATION FIRE DEPARTMENT CONNECTION e-WL� WATER LINE 65' PUBLIC ACCESS EASEMENT ENGINEERING 40' PUBLIC ACCESS EASEMENT 1 - a-ss�- SANITARY SEWER LINE 32.5' 32.5 --- ��-- STORM DRAIN LINE (� (� 47' B C TO B C 19.5' 16.5' TAB O N CURB NOTES: 9' TYP. 9' TYP. Q� FIRE HYDRANT BUILDING (VARIES) (VARIES) BUILDING BUILDING 10' TYP. 13.5' 13.5' ' -TEMPO RARY CURB 0 N 1-FIRE SUPPRESSION LINES SHALL HAVE A LOCKABLE LID ON THE ISOLATION I 10.5' �I E 26' FIRE LANE I _ 10.5' _ I , NO SIDEWALK 27 B C TO B C ■ -4-SS-SANITARY SEWER CLEANOUT VALVE. THE LOCKABLE LID SHALL SUPPLY THE SAME PROTECTION AS THE AMP OR T I PARALLEL I 6' WIDE WHERE WE DON'T SIDEWALK PARALLEL 7" REINFORCED CONCRETE -3% TYP OWN PROPERTY USA, LL562 LOCKING LID AT A MINIMUM. AN ALTERNATE LOCKABLE LID SHALL BE ARKING o- ) PARKIN //,� SIDEWALK 7" REINFORCED CONCRETE -3% (NP) SANITARY SEWER MANHOLE CONCRETE PAVEMENT APPROVED BY COLLEGE STATION UTILITIES DIRECTOR OR HIS DESIGNEE. STORM DRAIN CURB INLET NTS 2-ALL STRIPING ON CONCRETE PAVEMENT SHALL CONFORM TO TxDOT STANDARD 4" THICK 8" LIME STABILIZED SUB -BASE 4" THICK 4" THICK 8" LIME STABILIZED SUB -BASE „ CONCRETE CONCRETE CONCRETE PERIMETER FENCE SPECIFICATION 666, REFLECTORIZED PAVEMENT MARKINGS". STRIPING SHALL BE TYPE I MARKING MATERIALS, THERMOPLASTIC EXCEPT AS NOTED ON THE PLANS. TYPIC-.01 CROSS-SECTION 65' PUBUC WAY 1YPICAL CROSS-SECTION 40' PUBUC WAY - - PROPERTY LINE PAVEMENT MARKINGS FIELD LOCATIONS SHALL BE FULLY LAYED OUT AND BE N.T.S. N.T.S. PUBLIC UTILITY EASEMENT LINE s" APPROVED BY INSPECTOR AND ENGINEER. ur---- --'-- UNDERGROUND TELEPHONE LINE R y" ELEC UNDERGROUND ELECTRIC LINE 3-PRIOR TO CONSTRUCTING RETAINING WALL CONTRACTOR MUST SUBMIT DRAWINGS 48' PUBLIC ACCESS EASEMENT 3 TO COLLEGE STATION'S BUILDING DEPARTMENT FOR APPROVAL OF BUILDING PERMIT * AREAS WHERE 36.5' PUBLIC ACCESS EASEMENT Cry UNDERGROUND CABLE TV LINE �y FOR THE WALL. 24' 24' PARALLEL PARKING IS 20' 16.5' 4-cos GAS LINE SEE LANDSCAPE PLAN FOR WALL DETAIL AND GRADING PLAN FOR WALL TYPE. PROVIDED, SIDEWALK 12" BUILDING * 10.5' TYP. 13.5'27' B C TO B C13 5' 'k 10.5' TYP.t LDING CAN BE REDUCED 6.5' TYP. 13.5' 13.5' NO SIDEWALK SETBACK LINEDOWN TO 8.0 FEET. BUILDING ttc LAND LA1 FIRE LANE SIDEWALK 7" REINFORCED CONCRETE _3% TYP SIDEWALK * * 6, �E 27' B/C TO B/C ■, WHERE WE DON'T WIMM �) SIDEWALK 7„ REINFORCED CONCRETE -3q, (NP) /� OWN PROPERTY a 9 6' - _ l/, * * WHEN POSSIBLE L 8" LIME STABILIZED SUB -BASE / PROVIDE 8' WIDE \ 4" THICK 4" THICK SIDEWALKS ON AREAS 4 THICK 8" LIME STABILIZED SUB -BASE #4 Bars 0 15" O.C. CONCRETE CONCRETE NOT ADJACENT TO A CONCRETE TYPE 3 CURB TYPICAL CROSS-SECTION 48' PUBUC WAY BUILDING/GARAGE WALL. TYPICAL CROSS-SECTION 36.5' PUBLIC WAY N.T.S. N.T.S. FOR USE WITH CONCRETE PAVEMENT OR APRON NOT A SEPARATE PAY ITEM NTS Issue for Pricing / Bidding: Issue for Permit Application: Issue for Construction Revisions: # DATE COMMENTS 1 03/25/2014 ADDENDUM "A" ,Y V Z JU J ~ C �^ vJ Z W j VJ O O Z Z ry CN L - (D U W Q oU)0 Z Cn WO W -=W O -.JZ oJQ � OJ 0- W 0 W W J U CD W Q U I- �'�/� LtJt� O Z E 0 L O IU F- 0 � o Z Q� U Firm JF-1443 5/13/14 ? C' 9�a .............................. *. VERONICA J.B. MORGAN .................................... o ; -P 77689 (z, C STER��?�� SS�ONAL ENG I J Z Q W U) 0 °° ti E �? W Z LU }- e- CD cp 2) O ECo\t p `, E o -S G Z H 1- coH Q" co � N 06 W J w > (D > 2-1 w J o W U U-) U -117 H SHEET CONTENTS: PARTIAL SITE PLAN PHASE 2 SHEET NO. C 1.03 VM, JM JUJ, JB VM MAY 13 2014 - - - - Designed by: Drawn by: _-------------------------------------------------------------------- - _ - Engineer of Record: 77,♦ :_.:..vt,x„ __�•� ; � �__ x_�___ ed. Date Plotted: 0 I� ' ` �-..-....�..... -ter -...�. _....-..... i... �..-._. ........-........r�� ....v....._....�--..- r-.-... �.........�-�. �..-.. �..-.� � t , E LEGEND TS= TOP OF SIDEWALK a TP= TOP OF PAVEMENT Z TW= TOP OF WALL E TG= TOP OF GROUND FF= FINISH FLOOR N a I I G= GROUND (EXISTING) ow ..s O N U im nn LEGEND ------------------ ioo — EXISTING CONTOURS PROPOSED CONTOURS A COMPLIANCE Grading Plan Notes: 1. All Elevations shown are Finished Surface. All adjustments for the thickness of the foundation slab, pavement, sidewalk, etc, shall be made by the contractor. 2. All sidewalks are expected to be 4" thick concrete on 2" of placed Lime Stabilized Subgrade or 5" thick concrete on compacted subgrade. 3. It is not anticipated that a balanced site can be achieved. Permanent spoil areas are not available on site. 4. Because this grading plan is not fully functional until the storm drain system is complete, the contractor shall be responsible for pumping storm water from the various low points during construction. All sumps shall be pumped dry within 24 hours of any rainfall. CONTRACTOR SHALL PROVIDE 2 WEEKS NOTICE PRIOR TO PERFORMING ANY WORK ON TAMU PROPERTY. NOTICE SHALL BE GIVEN TO: MONICA HARTMAN 979-845-7378 MIKAEL OLSEN 979-458-0417 NATHAN JONES 979-862-4606 MAY 2 8 2014 COLLEGE STATION ENGINEERING Issue for Pricing / Bidding: Issue for Permit Application: Issue for Construction Revisions: # DATE COMMENTS 1 03/25/2014 ADDENDUM W v Z X JU � J U) v! Z W-� O O zzJ 2-Q O W Q UFO Z Q C/) QW� ^ W .J W O Q Q LL W JUJ °LLI T� U= z U ~ _! O W Uo� O U �O Z Q�: U Firm #F-1443 o5/13/14 �P(E...F ... ..................................:.... VERONICA J.B. MORGAN .................................. Ro P�b' 77689 F ... SS�0NAL ENG n" J (n ry Z Q W o o 0 f n V w Z L¢ LLJO > ti U co CU O C7� �O Z N " 2) O -O Z ~ I— ~Q N CU G � U AX w j WLU J W ULo U H_ 2i SHEET CONTENTS: Grading & Erosion Control Plan PH2 SHEET NO. C2.01 l7 N � a r Designed by: VM, JM Drawn by: JUJ, JB __________- ---- ------ -- - %__. ----------- - - --- -- - - ---- - - - - - - ---- - - - - - - - Engineer o fRecord: VIM -.._- -_...:.... .n._� x.HI _ n _... _u _ _ n._. .. �. x< ♦ . ..._ , „ tea. � , ...x .. ° x ._.. � .. .� .. c ,. �. Q . ♦m .� .... . , ♦. w _ _�... ,. , , ... > .>ro .. _, ... <._..'�'��<,...1 � �.. •� ._<.�.< ,. . , ,_ , ,.��,< ._ �a.a . :��.:...._ ...,.yam,_ F: _ .. � _ . °. ' «.� ... _ .. —__� w_.._ .... _. •: .., :� •_e._ _ ._,�,,_�«_<�:., .max..-_�'__:::,i��,x ,. . �:. °♦ -ITT -:�,;� .«, • �:.�<'m-:'- < � .<« �.. �.>s. < ,�'�::x_♦� v. ✓a ,�:x..�.i - ax.. _,. ��',. _.�., w�' � a= MAY 13 2014 Issue for Pricing I Bidding: Issue for Permit Application: Issue for Construction Revisions: # DATE COMMENTS 1 03/25/2014 ADDENDUM "A" CD Z � J U J C� U W�L Cn Z ZZJ O O ::)°Q � N � p�(D UWQ UFO �'-U~ z Q �W2i JZ �J O Q O=W v W J O W O Zr U _I O °O O U �O Z Q�: U x� _.r ° w « ° I 7 a ITS= _ a° Y r . 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L aY :s..... c .ya i ice,. N, �.r x.. "ati ce,�< .aa'> ...m _. `•J'..M ", '� a ...` s �. ..<�^?x> _x,,�',.,,_ • -.. <. � : �,.,�< ::•, - . � .. <. ,:.. a • _ ' .�e" �„x-> ,;..� �. �°r",x:� �- ...ea: ax _.=k.".. n.. �..-.. ,.<. •zn=^>.,• ,. .- v,_a, ., &.... ,., .._. JE' .x�R°4 J.,e:' 4, s`< ar f C I LEGEND TS= TOP OF SIDEWALK TP= TOP OF PAVEMENT TW= TOP OF WALL TG= TOP OF GROUND FF= FINISH FLOOR G= GROUND (EXISTING) _EGEND ------------------ EXISTING CONTOURS 100' - PROPOSED CONTOURS -- T NOTE: PRIOR TO CONSTRUCTING RETAINING WALL CONTRACTOR MUST SUBMIT DRAWINGS TO COLLEGE STATION'S BUILDING DEPARTMENT FOR APPROVAL OF BUILDING PERMIT FOR WALLS OVER 30 INCHES IN HEIGHT. SEE LANDSCAPE PLAN FOR WALL DETAIL AND GRADING PLAN FOR WALL TYPE. Grading Plan Notes: 1. All Elevations shown are Finished Surface. All adjustments for the thickness of the foundation slab, pavement, sidewalk, etc, shall be made by the contractor. '2. All sidewalks are expected to be 4" thick concrete on 2" of placed Lime Stabilized Subgrade or 5" thick concrete on compacted subgrade. 3. It is not anticipated that a balanced site can be achieved. Permanent spoil areas are not available on site. 4. Because this grading plan is not fully functional until the storm drain system is complete, the contractor shall be responsible for pumping storm water from the various low points during construction. All sumps shall be pumped dry within 24 hours of any rainfall. CONTRACTOR SHALL PROVIDE 2 WEEKS NOTICE PRIOR TO PERFORMING ANY WORK ON TAMU PROPERTY. NOTICE SHALL BE GIVEN TO: MONICA HARTMAN 979-845-7378 MIKAEL OLSEN 979-458-0417 NATHAN JONES <979-862-4606 REvI � �� CO LIANCE MAY 282014 COLLEGE ST OIr ENGINEERING SHEET CONTENTS: Grading & Erosion Control Plan PH2 SHEET NO. C2.02 'p_ �. e_u*r.�. TE/Lu NO— + � +. _ � �._ .;'p'Y':�<-x__ k�: r� t i_ --3 3 Y kI .t. .: -. �� _ _ $r ��- � �£+' ": •. pia}-v:. - .��i-<.af,- -cs,.: .:- rvi's':: i"�.#c - _ €v.F �:a+'t.. i a 4 s' e 7 r ENGINEER: MITCHELL & MORGAN, L.L.P. 511 UNIVERSITY DRIVE E... ON 204 COLLEGE STATION, TEXAS 77840 0 Firm fF-1443 4/22/14 �CP'(E..OF TF-r9 Co: .0 ............................... *. VERONICA J.B. MORGAN ....................................... 77689 �Q.Q 0�'..ct f � , Ntl F4 16 ql \15 � t /jo@Q L1 U O •C� �®e\I ��'�` \\4,L40 G� �2 �� \3 �' ��/14 S7 18 C'' 41 ;� AS 12 /'PA 5%\ F3 J coo '9T 17 E / 18 `7 25 / .t3 w F 6 12 J0 `Lu Al Q o W L 0 F� VICINlITY MAP (N.T.S.) INDEX OF SHEETS sit OWNER.' WOODRIDGE COLLEGES TA TION 1, LLC 1999 AVENUE OF THE STARS, STE 2850 LOS ANGaEs, CA 90067 (310) 82472200 C1.01 —SITE PLAN OVERALL PHASE 2 C1.02 —PARTIAL SITE PLAN PHASE 2 (I OF 3) C1.03 —PARTIAL SITE PLAN PHASE 2 (2 OF 3) C1.04 —PARTIAL SITE PLAN PHASE 2 (3 OF 3) C2. 01 —GRADING 8c EROSION CONTROL PLAN PHASE 2 O OF 4) C2.02 —GRADING &EROSION CONTROL PLAN PHASE 2 (2 OF 4) C2.03 —GRADING 8c EROSION CONTROL PLAN PHASE 2 (3 OF 4) C2.04 —GRADING &EROSION CONTROL PLAN PHASE 2 (4 OF 4) NoT ('�r�sT�tx-T o�si� �y �. STORM UN11L PE2Mt,qcAoN'. '• C2.05 - B/CS STANDARD SWPP DETAILS •, ogT�„��, Fes,,,-,��,�,:_�,��-. T C3. 01 -UTILITIES PLAN PHASE 2 `•.,SV$M,z �v,s�Q P�ar�s i�__ � '•,PE��SsiaN riOr &OrrrEV• � C3.02 - B/CS STANDARD WATER DETAILS C4.01 -STORM DRAIN P&P SD-6 --v C4.02 -STORM DRAIN P&P SD-7 & SD-8 t L1.7 -COVER SHEET L2.7 - HARDSCAPE SHEET L3.7 - HARDSCAPE SHEET L4.7 -LANDSCAPE SHEET L5.X -LANDSCAPE SHEET L6.7 -DETAIL SHEET REVIEWED FOR COMPLIANCE L7.7 —DETAIL SHEET APR 2 5 2014 �. COLLEGE STATIO /I ENGINEERING It It 0 -- - - - - - - - - . ...... .... . ...... . ......... . ..... - .............. . .. ................... - ------ % % It I % . ..... ... ........ ... . . ......... - .............. . .......... . ............ . . ............. % . . ........ .................. . ................. . .. . . .... . . . . ........ . APPROX. LOCATION OF ------------- ---------- 7 TAM 0 FIBER OPTIC -ZTELEPHONE APPROX. LOC&ION- OF --- LINE AS TAMU FIBER OPTIC — ---------- --TELEPHONE PROP. 10, THE GROUND .. . ... . .. . ... . ...... ....... . . . ..... .............. LINE AS FLAGGED ON EX. STO R M PROP. 10, PROP. 1(5,' OUBLIC UTILITY ----------------- PUBLIC UTILITY THE GROUND PUBLIC UTILITY EASEMENT RIVE (PRIVATE) DRAIN', --D ------- HENSEL EASEMENT ................. . ..................... -------- EASEMENT . . . . .............. L - . 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Drive PARKING GARAGE 'BLDG 4 R-4 Parki ng IUL NEW PARKING GARAGE PROP` �STORM CURB ...... . ...... . . ...... F .......... . T DRAIN PROP. STORM ,DRAIN 0 . ..... -4 R 7 In >1 ZONING: 0 77 "VARIABLE r L A. P..... . .... .. . 0 E EC: - POOL WIDTH, :TRANSFOKMLK;'1 U 5' UTILITY. STORM, & �.SWITCH DRAIN t 7, ........ ... . ..... . .. .... .. ........... j 'GEAR, " r t, I I � - _:�� EASEMENt .......... .. ....... .. ......... ........... ........... . .. ..... . ... . ... ... .. .. . .. . ...... . ..... VARIABLE WIDTH L E ........... . .... P.U.E. L ALK- -StD . . .... 6L EfttK;, L ...... . . ..... . ...... . .... . .......... . . ............. ... ------------------- . . ................ SS-Z t ..... ...... .... . ..... .. ... ..... - . .. ....... .. .... .. . . ........ . . ................ . . .. ..... . ..... SS zi -zt - ------ ss- L ss ---------- zp� PROP. ..... . .... .... . . .... . ........ .................. . 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S PARK NG LOT 0 ZONING: PDD-::=3:111:;T`,'_ff zo M L ZONING: PDD PD ZONI tLO ------------- ------ . . ................ . .. ... ... ........... r . .............. . . ............. .. . ...... ........ ..... . ......... .. . . ....... . . ............ . .. . . . ... .............. j L...... ........ . .... 0 .-j L__0 j t.... . ....... . . . ...... ... . . ......... - - - - - - --- - . . ...... . . .. - - - - - - - - - - - - - - - - - - - . . .... . ...... ....... . ..... . ........................... ... .. . .......... . ......... ................ .. ........... L L —B ------------- . . ..... ------ Ho M r '110' UTILITY 20' UTILITY . ...... . .. --------- EASEMENT EASEMENT cc--------- - 5.5' ... . ....... . ............. BLDG 1 R.O.W. b DICATION I L. . ....... E . ........ ............ 24' lm-,zt .......... . . ...... 7- ZONING: C 1 . ......... 12" EX.!' . ... . ...... BULDING 1 WATERLINE .. .... . .... . . ............... PARKING GARAGE, 23— ZONING: C1 & C2, 7� 18'- 0, t_ELE_-," PROP. ANSFORMER BUILDING 2 ............ . . . .................. ...... ................ Ll C9 - ------- ZONING: C2 t.. .. .... ... ---------- ------- ----- ..... . ... . 4 . . ........... - - - - - - K NIGHTS INN PARKING 23' t_TYH HAMPTON LOT 2 dtN! I N �G-, Dl)� ........... . .. . .......... ---------- -------------------- PARKING INN -81 t I I T -------------- L T LOT .... . ...... . . .......... . . .......... . . ............. , I , .. . ..... ...... . ............. .. .. ; , p j ........... ..... r r r A5 'I ti inaIT"40 f_i_.H r 0 L 20' `UTILItY .................. ........................ EA§EMENT', R.O.W. .......... p t L ---- -------------- . ......... L . . . .. . . ........ . ............... ........... - - - - - - - - - - - - .... ...... 7 . ......... . . ........ . . ......... 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DEDICATION,' . . . ....... . . . . . . . . . . . . . . . . . . . . ...... .. ..... . t I'�".-..'*...'.*�..'*...'*..'-..'*."."-.- :" .............. . . . . . . . . . . . . . . . .. . ..... ..... . . . . . . . ... 0 i� TEXAS AVENUE NEW MEDIAN EXTENSION BY HDR (100 R.O.W.) ENGINEERING . . ................ . .... . . ........ -- ----- --- . . ........ . . . . ............ . . 1_� — - -------- - - - . ......... . .. .... .... . . . ......... . . . . ........ . ---- . . ......... . ----------- ------ . ......... . . .. . ........... . . ........... . . D ------------ RODNEY ?�ALDWEEI: ------ . ........... . . ......... . ROONEY D. t ------------- SONfC7 PARKING LOT YOUNG - ----- BANKER Y, ------- YOUNG- 0 1 0 UT EASE 'ON N CR j7t INSURANCE N INSURANCIi", . ......... . ..... . . . . . . ....... . ................. . ...... . ......... L 0 Y -4 ITYOFBR C ............. BAqK, OF z ---------------- AMERICA? ------------ ----- ----- -- - ------- . . ....... .. . . . ......... . ....... ... PARKING LOT OVERALL SITE SCALE. lff=40' ELEVATION CERITISCATE E3 REQUIRED 0+11 0 4-2! 0 +T 0 �A* REVIEWED FOR Colm"PI-JANCE APR, 25 2014 (;ULLLUL o iiii; ON DEVELOPMENT SERVIC PLAT FILED: REVIEWED FOR COMPLIANCE OF APR 2 5 2014 COLLEGE STATI ENGINEERING Designed by: Drawn by: Engineer of Record: Date Plotted: VM, im JUJ, JB VM APRIL/22/2014 Issue for Pricing / Bidding: Issue for Permit Application: Issue for Construction Revisions: # DATE COMMENTS A03/25/2014 ADDENDUM "A- z X _j _j W > I-_ Z _L Z Z _j _J 0 0 0 000-0 CN < LLJ < 0 (-) U) 0 F_ U) < (1) LLI Lij F- (D W 2i z rw j< LLI 0 D (-) j 1 :j LU _r W 0 W 000 0 M: F_ 00-00 _j J 0 W z CE 00 1.- 2i 0 �-- 0 00 z a- �: < C) Firm JF-1443 4 22/14 C, .1 Lp A: ................................. VERONICA 'J.8. MORGAN ....................................... p 77689 4c� ...5%& 1 ST e Qj ONAL n Cn 0� < Uj U) < C=) -I- 00 F= 0 U-1 W LLJ > L) C= a ry 0 E ,g- C:) c4 LD (55 Z5 co >- t= U) LLI L: C5 = (D 06 LLI 0, _ W > W 0 = _j > �_7 ::D W —J, E 0 LLJ L0 0 a: 0 F_ :E SHEET CONTENTS: SITE PLAN OVERALL PHASE 2 SHEET NO. C1.01 1! _ = Designed by: VM, JM { { f } Drawn by: JUJ, JB N %{ F {{ 5 e a ,' Engineer of Record: VM • e't f . t t ~ .. a a • « « « « « « « . .. . t {t • e " 3 f f'' t A e U Date Plotted: APRIL/22/2014 GENERAL CONSTRUCTION NOTES: 1. It shall be the responsibility of the Contractor to verify the exact location of ALL existing underground utilities. Furthermore, the Contractor shall contact all utility 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 774-2506 C. Contact Mike Lavender ® Suddenlink 846-2229 d. Contact Gilbert Martinez ® College Station Electrical 764-3660 e. Contact Mitchell Gas ® 779-4460 f. Contact Union Pacific Resources @ 778-8525 g. Contact Richard Wallace ® Verizon 821-4752 h. Contact Butch Willis ® College Station Water & Sewer 764-3660 i. Contact Shawndra Green @ BTU 821-5744 2. All construction shall be in accordance with the current City of College Station (C.S.) Standard Specifications for Street Construction, B/CS Unified Technical Specifications, Water and Sewer and Generals, 2012, and BCS Unified Design Details. All inspection shall be performed by the staff of the City Engineer of C.S. All construction shall be coordinated with the City of C.S. City Engineer. 3. In lieu of using the construction materials indicated in these plans, the Contractor shall obtain written approval from the City Engineer for any substitution prior to Construction. Requests for changes should include product information and an engineers seal where applicable. The contractor shall be financially responsible for the engineer's time spent reviewing changes and redesigning based on contractors requests. 4. Trench Safety Requirements shall be in accordance with O.S.H.A. Standard 29 CFR Part 1926 Subpart P. For general requirements, see Sheet S3 for details. 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 expense of the Contractor. Structural areas shall include all sidewalks and shall extend 5' beyond the curb lines of all streets, alleys and parking areas. 6. It is the responsibility of the contractor to comply with all State and Federal Regulations regarding construction activities near energized overhead power lines. Additionally, the contractor shall coordinate all proposed work and procedures with the City of C.S. Electrical Division. 7. All materials & labor not identified as a Separate 'Bid Item shall be considered subsidiary to the item in which it is used. All materials and equipment shall be both furnished and installed unless otherwise noted. 8. The Contractor must provide construction staking from the, information provide on these plans. 9. All soil exposed by construction shall receive cellulose fibermulch seeding. 10. Trenches may be left open overnight if properly barricaded. 11. Adjustment of Water Meters, Valves, Manholes, Irrigation Systems, and any other Public or Private Utility, etc. are not separate pay items. The Price of the adjustment shall be subsidiary to the construction of Sewer Line, Force Main, etc. 12. The contractor shall coordinate with Suddenlink Communications, BTU, Atmos Energy, and Verizon to adjust the location of existing facilities. 13. The contractor is responsible for traffic control. This is not a separate pay item. 14. No spoil areas are available on this site. 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, materials, colors, and scale to maintain a unified appearance or shall use evergreen landscaping to screen. 15, Certificate of Completion may be requested for the garage separately. 17. All signage will be permitted separately. 18. Exterior building & site lighting will meet the standards of Section 7.11 of the Unified Development Ordinance. The light source shall not project below an opaque housing and no fixture shall shall directly project light horizontally. Fixtures will be mounted in such a manner that the projected cone of light does not cross a property line. 19. No combustible building material will be allowed on site until fire hydrants are operable and fire department approved emergency access has been provided. 20. Contractor shall assure that access to all businesses and homes along former Meadowland Street and Hensel Street is maintained throughout the project. 21. The Contractor shall work only between the hours of 6am-9pm due to the proximity of the Hampton Inn. Work outside this hours is permitted only with the permission of the City of College Station. Any work that is required to have inspections performed may only occur during normal business hours. 22. All Fire Hydrants with steamer nozzles shall be placed at 3' B/C. 23. The Contractor shall notify the City Inspector no less than 5 days in advance to beginning any work that may cause temporary service interruption. Contractor shall ensure that no property along Meadowland is without utilities service at any time except for the minimum time required to make the formal reconnection from the existing private lateral to the public line. Any outages and reconnections shall be coordinated by the Contractor with the City Inspector and the Property Owner as to timing and duration of outage. Upon completion of the reconnection, the Contractor shall notify the Property Owner. 24. Contractor shall coordinate any interruption to access to and from adjoining properties with the City Inspector, the Fire Marshall and the Property Owner. Access to properties is to be maintained at all times. If there is interruption to this access it shall be approved as to time and extent by City Inspector, Fire Marshall and Property Owner. PARTIAL &IIL: SCALE.- 9 =20' SITE PLAN NOTES: 1. Name of Project: Northpoint Crossing PH2 2. Legal Description: Lot 2 and 3, block 1 Northpoint Crossing Subdivision 3. Developer: Rob Howland, C.O.O. Capstone - CS, LLC 431 Office Park Drive Birmingham, AL 35223 (205) 414-6416 4. Owner: Woodridge college Station I, LLC c/o Rick Arambulo 1999 Avenue of the Stars, Suite 2850 Los Angeles, CA 90067 (310) 824-2200 5. Engineer. Mitchell & Morgan, L.L.P. 511 University Drive East, Suite 204 College Station, Texas 77840 (979) 260-6963 6. Zoning: PDD - Planned Development - Granted by Ordinance #2014-3554. 7. Existing Use: Undeveloped -Vacant Proposed Use: Multi Family 8. Setbacks: Per Ordinance #2014-3554 9. Total Site Area: 4.41 acres 10. Water Demands: Min.=O gpm, Avg.=5.58 gpm, Peak=11.16 gpm 11. Sanitary Demands: 7313 GPD 12. Proposed Development on this site is not located within an impact fee area. 13. A traffic impact analysis was submitted with the rezoning and all mitigation required as part of that TIA is proposed herein. 14. All sidewalk adjacent to former Meadowland Street will be constructed with this phase of this project. 15. A Replat for this property shall be approved and filed prior to any Certificates of Occupancy are issued for this project. No Part of this site lies within the 100-year floodplain boundary per FEMA's Flood Insurance Rate Map panel 48041 CO215E. Effective Date: May 16, 2012 NOTE: PRIOR TO CONSTRUCTING RETAINING WALL CONTRACTOR MUST SUBMIT DRAWINGS TO COLLEGE STATION'S BUILDING DEPARTMENT FOR APPROVAL OF BUILDING PERMIT FOR THE WALL. SEE LANDSCAPE PLAN FOR WALL DETAIL AND GRADING PLAN FOR WALL TYPE. BUILDING UNIT COUNT (PHASE II) BUILDING 4: BUILDING 6: Total Units = 128 Total Units = 24 Total Beds = 368 Total Beds = 96 BUILDING 5: BLDG 4, 5 & 6: Total Units = 168 TOTAL UNITS: 320 UNITS Total Beds = 450 TOTAL BEDS: 914 BEDS PARKING REQUIREMENTS (PHASE II) Per PDD ZONING - Multifamily Dwelling: Residential Parks = 1 Park/Bed 914 Beds * 1 park/Bed = 914 parks Total Parking Required = 914 parks Standard Parks Provided in Garage 4 = 670 HC Parks Provided in Garage 4 = 15 Compact Parks Provided in Garage 4 = 20 Total Parks Provided in Garage 4 = 705 Standard Surface Parks Provided = 67 HC Surface Parks Provided = 02 Total Surface Parking provided = 69 TOTAL PARKING REQUIRED PH2 = 914 TOTAL PARKING PROVIDED PH2 = 774 PARKING REQUIREMENTS (,PHASE I & II) PHASE 1 PARKING REQUIRED: 1150 PARKS PHASE 2 PARKING REQUIRED 914 PARKS OTAL PARKING REQUIRED: 2064 PARKS PHASE 1 PARKING PROVIDED: 1334 PARKS PHASE 2 PARKING PROVIDED: 774 PARKS OTAL PARKING PROVIDED: 2108 PARKS LEGEND ■ '9� -4-SS- COT rM UT ELF, c7 , - 4-GAS F-w LAW rE LANE MRSUM 24" 6" (min) FIRE DEPARTMENT CONNECTION WATER LINE SANITARY SEWER LINE STORM DRAIN LINE FIRE HYDRANT SANITARY SEWER CLEANOUT SANITARY SEWER MANHOLE STORM DRAIN CURB INLET PERIMETER FENCE PROPERTY LINE PUBLIC UTILITY EASEMENT LINE UNDERGROUND TELEPHONE LINE UNDERGROUND ELECTRIC LINE UNDERGROUND CABLE TV LINE GAS LINE SETBACK LINE FIRE LANE #4 Bars @ 16" O.C.E.W. 7" 4000 PSI Concrete jLim eStabilized Subg ad\//�\//�\/\ STANDARD CONCRETE PAVEMENT DETAIL NTS (� �C� 2 �� `V' u U L7 OLr �` ��PJ �i J'4 � , - �J - fA dd" j 2�v�& 71. �3 ✓#� //i �, J�C" � $.4\ SITE / '>PIASE Tiff ' 4� TqT / 1 7t3 / \\ tt y fa A? Al / O Tiur , 11 P"L REVIE' E $ M COi PLIANCE € VICINITY MAC APR 25 2014 (N.T.S.) APR 2 2014 C LL-h t 1A0ON COLLEGE � ��'10 DES + T O NI= ENGINEERING NOTE: FIRE SUPPRESSION LINES SHALL HAVE A LOCKABLE LID ON THE ISOLATION VALVE. THE LOCKABLE LID SHALL SUPPLY THE SAME PROTECTION AS THE AMP OR USA, LL562 LOCKING LID AT A MINIMUM. AN ALTERNATE LOCKABLE LID SHALL BE APPROVED BY COLLEGE STATION UTILITIES DIRECTOR OR HIS DESIGNEE. Issue for Pricing / Bidding: r Issue for Permit Application: Issue for Construction S Revisions: # DATE COMMENTS 1 03/25/2014 ADDENDUM "A" V Z X JU W F . 1 cn Z z z _ -� O O Oz �NF- �Q0 UwQ °Wo �U zQtn UJW ¢ IZ ^ L.L.. (W� JO J J U Q J J O V w O U w O = V n/ _I O ZW1= 0 O O U (0O Z <� Firm #F-1443 4/22/14 .. F T F�9 �.. s ...................................... VERONICA J.B. MORGAN ................................... 77689 o .� O 4u F•..ST � S`rfONAL �aG .1 J z Q< w O 00 O r^ (D w Z w > 1. U O O " p O o E. z IF- Q N W W C W _> / LU w U L0 O 0 U I- G SHEET CONTENTS: PARTIAL SITE PLAN PHASE 2 SHEET NO. C 1.02 N O i \I I VVIVI' A IIII A {I J` f — —_ 1 TEXAS A&M« I IIII IIII I 41 INN UNIVERSITY h III III II I Y _ - I _ _ _ I IIII IN I R o SYSTEM __._. I Q l: W __ .._______ I o _ I _ _ � _ �- W m Vim_ I e i i __._' iI r, p 1 i -�---_ _. � D i � _ _ _ _ _ 2 ITES 10' UTILITY i , /,• i I Ii HOME SU __ � s: I PROP. : _Ma _ - _ _ - --ri II III ., .. � _III II _ , . :. - - - EASEMENT 1 I � q ' lul IIII it co W _ .: _ « 11 _ _ n w•a �_........... _, ( ._.,_.M. � � g — .... _ _ _.______ ____. i N r I -- _a _ �' '� STRUCTURAL ELEVATOR ___-_- _ — "�-= �:I': COLUMN'S II IIII IIII oll I _ f,YPI II III m III m II 4,a LEGEND FIRE DEPARTMENT CONNECTION e-wL WATER LINE s-ss SANITARY SEWER LINE ----__----- STORM DRAIN LINE Qo FIRE HYDRANT s 4-ss SANITARY SEWER CLEANOUT SANITARY SEWER MANHOLE STORM DRAIN CURB INLET ---- PERIMETER FENCE — — PROPERTY LINE — PUBLIC UTILITY EASEMENT LINE --------...... ...... ......... ----ul UNDERGROUND TELEPHONE LINE ---------_ ELEC ----- UNDERGROUND ELECTRIC LINE — ..... cw ..._......__......_--- -.-___—. UNDERGROUND CABLE TV LINE — 4-GAS GAS LINE . SETBACK LINE ANZ WROMM FIRE LANE 7" STAB #3 BARS X 9" It.1 © 12 O.C. INTO 3"R WET CONCRETE. 6" STAB ON CURB TEMPORARY CURB ON CONCRETE PAVEMENT NTS rrT _ - _ 7YPE 3 CURB FOR USE WITH CONCRETE PAVEMENT OR APRON NOT A SEPARATE PAY ITEM NTS PART/AL SITE NOTES: 1-FIRE SUPPRESSION LINES SHALL HAVE A LOCKABLE LID ON THE ISOLATION VALVE. THE LOCKABLE LID SHALL SUPPLY THE SAME PROTECTION AS THE AMP OR USA, LL562 LOCKING LID AT A MINIMUM. AN ALTERNATE LOCKABLE LID SHALL BE APPROVED BY COLLEGE STATION UTILITIES DIRECTOR OR HIS DESIGNEE. 2-ALL STRIPING ON CONCRETE PAVEMENT SHALL CONFORM TO TxDOT STANDARD SPECIFICATION 666, "REFLECTORIZED PAVEMENT MARKINGS", STRIPING SHALL BE TYPE I MARKING MATERIALS, THERMOPLASTIC EXCEPT AS NOTED ON THE PLANS. PAVEMENT MARKINGS FIELD LOCATIONS SHALL BE FULLY LAYED OUT AND BE APPROVED BY INSPECTOR AND ENGINEER. 3-PRIOR TO CONSTRUCTING RETAINING WALL CONTRACTOR MUST SUBMIT DRAWINGS TO COLLEGE STATION'S BUILDING DEPARTMENT FOR APPROVAL OF BUILDING PERMIT FOR THE WALL. SEE LANDSCAPE PLAN FOR WALL DETAIL AND GRADING PLAN FOR WALL TYPE. SCALE: 9'--20' SEE SHEET C1.04 65' PUBLIC ACCESS EASEMENT 32.5' 32.5' 9' TYP. I 47' B/C TO B/C 3�-Ir-E 9' TYP. 3 BUILDING (VARIES) E I (VARIES) fE 10.5' 26' FIRE LANE E 10.5' SIDEWALK PARALLEL 7" REINFORCED CONCRETE _3% (T.P) PARALLEL ARKING -- PARKIN 4" THICK 8" LIME STABILIZED SUB -BASE 4" THICK CONCRETE CONCRETE TYPICAL CROSS—SECTION 65' PUBLIC WAY N.T.S. 48' PUBLIC ACCESS EASEMENT 24' BUILDING * 10.5' TYP. 27' B/C TO B/C �k 10.5' TYP. BUILDING 13.5' 13.5' SIDEWALK SIDEWALK 7 REINFORCED CONCRETE -3% (TYP) ,i 4" THICK 8„ LIME STABILIZED SUB -BASE 4" THICK CONCRETE CONCRETE TYPICAL CROSS—SECTION 48' PUBLIC WAY N.T.S. BUILDING * AREAS WHERE PARALLEL PARKING IS PROVIDED, SIDEWALK CAN BE REDUCED DOWN TO 8.0 FEET. 0 m r- r s SEE SHEET C1.04 40' PUBLIC ACCESS EASEMENT 19.5' 16.5' Y REVIEWED FOF COMPLIANCE APR 2 5 2014 GLLEGE STATIOs j ENGINEERING BUILDING 10, TYP. 1 13.5' 13.5' 3' 27' B C TO B C NO SIDEWALK wW_ 6' WIDE WHERE WE DON'T _ SIDEWALK 7" REINFORCED CONCRETE -3% (TYP) OWN PROPERTY ,. .,. P _ REVIEWED f 4" THICK 8" LIME STABILIZED SUB -BASE CONCRETE TYPICAL CROSS—SECTION 40' PUBLIC WAY COMP IANI N.T.S. APR 2 5 R014 pp�� 0 Lek * I,% �I M VELLN 1 tl PLAT FILED: BUILDING 6.5' TYP. 13.5' 13.5' 27' B/C - B/C I NO SIDEWALK * * 6 �E7" REINFORCED CONCRETE '� WHERE WE DON'T SIDEWALK -3% (TYP)� OWN PROPERTY * �k WHEN POSSIBLE PROVIDE 8' WIDE SIDEWALKS ON AREAS NOT ADJACENT TO A BUILDING/GARAGE WALL. 36.5' PUBLIC ACCESS EASEMENT 20' 16.5' 4" THICK 8" LIME STABILIZED SUB -BASE CONCRETE TYPICAL CROSS—SECTION 36.5' PUBLIC WAY N.T.S Designed by: VM, JM Drawn by: JUJ, JB Engineer of Record: VM Date Plotted: APRIL/22/2014 Issue for Pricing I Bidding: Issue for Permit Application: Issue for Construction Revisions: # DATE COMMENTS 1 03/25/2014 ADDENDUM "A" V z _jU C U) C/) z Lu j 0 0 z �0 z — RCN �Q� UWQ °moo f—C/) z<cn � Q L Jo � r LUJQ U_J O CL V W 0 7- LU ~ W O0 �� _ 0 0 U C00 0 z Q� U Firm #F-1443 4/22/14 (E.••OF••.TF :• k ...................................... VERONICA J.B. MORGAN ...................................... 77689Q ;. SS��NAL ENG J � z Q w U) Q CD � W W W r` X V M c>3 o Noo_0 z � o OO z F— Q co N W cn rn 06 W W J / ::D J � W _ U o 0 U C� G g,S SHEET CONTENTS: n PARTIAL SITE PLAN PHASE 2 SHEET NO. C 1.03 30" Provide 6 Lf. of 20" Wide Solid Cover Bolted to Frame 6" 18 6" (Use model V-7506 ® EJIW or approved equal) T #4 0 18" 14" 6" 0 18° O.C.E.W. 3000psi 6„ Concrete 0.5% Slope (min) TRENCH GRATE DETAIL n.t.s. 7n" F 12"A Ca? 18" .C.E.W. OOOpsi oncrete .5% Slope (min) 18" WIDE FLUME n.t.s. Hensel should be repaired in accordance with Option 1 of BPI's Proposal dated 2/14/14. N 9' II IIII W Inl m`II SEE MPE 20.88 L.F. OF 4" PVC There could be additional areas damaged since the proposal was drafted, so the contractor I L i �_ II IVI IVI II DRAWINGS FOR (SDR26-ASTM D3034) will need to coordinate with the City to confirm damaged areas prior to the repair work II IIII Inl m II CONTINUATI� I 0 -1.04% SLOPE I Y 9 p p INTERCEPT EX. KNIGHT ! I,. _ _"..` W 8 II IVI IVI II OF 4" SAN. I commencing. INN ;l: O Ir SEWER SERVICE ( For repair areas, the full depth of HMAC and base should be sawcut in whole rectangular �� EX. 8" sections. All remainingasphalt must be milled and rime coated prior to overlay. ELECTRICAL ... I.. I I I • p p p Y CONDUIT t I I SAN• I All construction must be in accordance with applicable BCS Specs. SEWER g' 1 I I ! REMOVE AND REPLACE jPR OVDE 2-2' PVCI i s Q T ! 2, CURB AND GUTTER Iif�nTulrAl rnnlnl uh _ a . z ,'I I (; —L l - --- -- PARTIAL SITE NOTE: TYPE "G" EXPANSION JOINTS IN CURB & GUTTER SHALL BE SPACED AT A MAXIMUM DISTANCE OF 40' APART AND AT ALL RADIUS POINTS, P.T.'s AND P.C's. TYPE "B" CONTACTION JOINTS IN CURB & GUTTER SHALL BE SPACED AT A MAXIMUM DISTANCE OF 10' APART. = #4 BARS 0 = Sl4" X 18" SMOOTH EXPANSION DOWELS TYPICAL COMBINED CURB & GUTTER SECTION oA*E B/CS UNIFIED DETAIL �. Cm-orCo_ztST—c. CITY oy !YAN AUG. 2012 STANDARD DETAIL ST1-01 24"1 6" (min) #4 Bars 0 16" O.C.E.W. 1 4000 PSI Concrete 1 /\\/�i8 %Lime Stabilize \ d Subgrade �/_>\ STANDARD CONCRETE PAVEMENT DETAIL NTS Ilr 1-11r AAI- firth A - NOTE: IN AREAS OF DAMAGE TO HENSEL STREET DUE TO CONSTRUCTION TRAFFIC CONTRACTOR SHALL DEMO EXITING ASPHALT AND BASE & REPAIR WITH THIS SECTION. CONTRACTOR SHALL OVERLAY THE ENTIRETY OF HENSEL STREET FROM TEXAS AVENUE TO HENSEL DRIVE WITH A 2" HMAC OVERLAY. HENSEL STREET REPAIR PAVEMENT SECTION (HMAC) NTS H411121 FIRE SUPPRESSION LINES SHALL HAVE A LOCKABLE LID ON THE ISOLATION VALVE. THE LOCKABLE LID SHALL SUPPLY THE SAME PROTECTION AS THE AMP OR USA, LL562 LOCKING LID AT A MINIMUM. AN ALTERNATE LOCKABLE LID SHALL BE APPROVED BY COLLEGE STATION UTILITIES DIRECTOR OR HIS DESIGNEE. FIRE & DOMESTIC WA TERL INE DETAIL SCALE.- 1'=10' REVIEWED FOR ,�n_,N,11PLIANCE APR 2 A k014 CULLtUt o i � iA D V S ' SERVICES i y,. jg�, V, ,..ST gi8,�/b, /71 rP7 /2 12 ITE , A PAA,SE, 60 Zv X, 17 • ro P a o o i U 4 VICINITY MAP (N.T.S.) GENERAL CONSTRUCTION NOTES: 1. It shall be the responsibility of the Contractor to verify the exact location of ALL existing underground utilities. Furthermore, the Contractor shall contact all utility company representatives a minimum of 48 hours in advance of any excavation. a. Contact Dig Tess 0 1-800-344-8377 b. Contact Kimberly Winn 0 ATMOS 774-2506 C. Contact Mike Lavender 0 Suddenlink 846-2229 d. Contact Gilbert Martinez 0 College Station Electrical 764-3660 e. Contact Mitchell Gas 0 779-4460 f. Contact Union Pacific Resources 0 778-8525 g. Contact Richard Wallace 0 Verizon 821-4752 h. Contact Butch Willis 0 College Station Water & Sewer 764-3660 i. Contact Shawndro Green 0 BTU 821-5744 2. All construction shall be in accordance with the current City of College Station (C.S.) Standard Specifications for Street Construction, B/CS Unified Technical Specifications, Water and Sewer and Generals, 2012, and BCS Unified Design Details. All inspection shall be performed by the staff of the City Engineer of C.S. All construction shall be coordinated with the City of C.S. City Engineer. 3. In lieu of using the construction materials indicated in these plans, the Contractor shall obtain written approval from the City Engineer for any substitution prior to Construction. Requests for changes should include product information and an engineers seal where applicable. The contractor shall be financially responsible for the engineer's time spent reviewing changes and redesigning based on contractors requests. 4. Trench Safety Requirements shall be in accordance with O.S.H.A. Standard 29 CFR Part 1926 Subpart P. For general requirements, see Sheet S3 for details. 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 expense of the Contractor. Structural areas shall include all sidewalks and shall extend 5' beyond the curb lines of all streets, alleys and parking areas. 6. It is the responsibility of the contractor to comply with all State and Federal Regulations regarding construction activities near energized overhead power lines. Additionally, the contractor shall coordinate all proposed work and procedures with the City of C.S. Electrical Division. 7. All materials & labor not identified as a Separate Bid Item shall be considered subsidiary to the item in which it is used. All materials and equipment shall be both furnished and installed unless otherwise noted. 8. The Contractor must provide construction staking from the information provide on these plans. 9. All soil exposed by construction shall receive cellulose fibermulch seeding. 10. Trenches may be left open overnight if properly barricaded. 11. Adjustment of Water Meters Valves Manholes Irrigation stems an an other �Sy d y Public or Private Utility, etc. are not separate pay items. The Price of the adjustment shall be subsidiary to the construction of Sewer Line, Force Main, etc. 12. The contractor shall coordinate with Suddenlink Communications, BTU, Atmos Energy, and Verizon to adjust the location of existing facilities. 13. The contractor is responsible for traffic control. This is not a separate pay item. 14. No spoil areas are available on this site. 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, materials, colors, and scale to maintain a unified appearance or shall use evergreen landscaping to screen. 16. Certificate of Completion may be requested for the garage separately. 17. All signage will be permitted separately. 18. Exterior building & site lighting will meet the standards of Section 7.11 of the Unified Development Ordinance. The light source shall not project below an opaque housing and no fixture shall shall directly project light horizontally. Fixtures will be mounted in such a manner that the projected cone of light does not cross a property line. 19. No combustible building material will be allowed on site until fire hydrants are operable and fire department approved emergency access has been provided. 20. Contractor shall assure that access to all businesses and homes along former Meadowland Street and Hensel Street is maintained throughout the project. 21. The Contractor shall work only between the hours of 6am-9pm due to the proximity of the Hampton Inn. Work outside this hours is permitted only with the permission of the City of College Station. Any work that is required to have inspections performed may only occur during normal business hours. 22. All Fire Hydrants with steamer nozzles shall be placed at 3' B/C. 23. The Contractor shall notify the City Inspector no less than 5 days in advance to beginning any work that may cause temporary service interruption. Contractor shall ensure that no property along Meadowland is without utilities service at any time except for the minimum time required to make the formal reconnection from the existing private lateral to the public line. Any outages and reconnections shall be coordinated by the Contractor with the City Inspector and the Property Owner as to timing and duration of outage. Upon completion of the reconnection, the Contractor shall notify the Property Owner. 24. Contractor shall coordinate any interruption to access to and from adjoining properties with the City Inspector, the Fire Marshall and the Property Owner. Access to properties is to be maintained at all times. If there is interruption to this access it shall be approved as to time and extent by City Inspector, Fire Marshall and Property Owner. NOTE: ALL STRIPING ON CONCRETE PAVEMENT SHALL CONFORM TO TxDOT STANDARD SPECIFICATION 666, "REFLECTORIZED PAVEMENT MARKINGS". STRIPING SHALL BE TYPE I MARKING MATERIALS, THERMOPLASTIC EXCEPT AS NOTED ON THE PLANS. PAVEMENT MARKINGS FIELD LOCATIONS SHALL BE FULLY LAYED OUT AND BE APPROVED BY INSPECTOR AND ENGINEER. LEGEND FIRE DEPARTMENT CONNECTION 8-wL WATER LINE B-ss SANITARY SEWER LINE -------�_-- STORM DRAIN LINE KDO FIRE HYDRANT 4-SS— SANITARY SEWER CLEANOUT o; SANITARY SEWER MANHOLE STORM DRAIN CURB INLET PERIMETER FENCE - — — PROPERTY LINE — PUBLIC UTILITY EASEMENT LINE UNDERGROUND TELEPHONE LINE EXEC UNDERGROUND ELECTRIC LINE ,_T.,, UNDERGROUND CABLE TV LINE GAS LINE SETBACK LINE FIRE LAPS -FIRE LANT FIRE LANE R E Vl'I E E D F O g OM LIANCE APR 2 5 2014 I COLLEGE STATi N CLEANOUT , NEERING (IF NEEDED) (VARIES) 4"x 45' PVC BEND -25 % (max) -1.04% (min) E 4" PVC (ASTM D3034 SDR-26) 8" SANITARY SEWER SERVICE LINE 4" PVC (ASTM SEE ARCHITECTURAL PLANS D3034 SDR-26) FOR CONTINUATION OF 4" SANITARY SEWER SERVICE INTO THE BUILDING TYPICAL 4" SANITARY SEWER SERVICE N.T.S. Designed by: VM, JM Drawn by: JUJ, JB Engineer of Record: VM Date Plotted: APRIL/22/2014 Issue for Pricing / Bidding: Issue for Permit Application: Issue for Construction Revisions: # DATE COMMENTS 1 03/25/2014 ADDENDUM "A" v X U J J z � J C/) �^ VJ >� C/) Z z z —J O O Z — �Qo U W Q 0Cn0 �Cr)� �Lu2E zQ� _Jz o = L� J Q D_ C J O J W 0Lij(,_ J LU Z f— O 00 U)0 Z Q3: U Firm #F-1443 4/22/14 VERONICA J.B. MORGAN ...................................... 77689 C / STE..• F .. SSIUNAL ECG Y n J U) ry Z Q CD L1J c �00 E � n V N UJ W c > 0) I..L O �n N 0 _0E V >- c � W z ��< - U)::D C7) W cr� U) 0 U) W W J w J z ::D J Lu U 0 U I— MITCHELL MORGAN SHEET CONTENTS: PARTIAL SITE PLAN PHASE 2 SHEET NO. C 1 SCALE. 1 "=20' LEGEND 3 = 5TS= TOP OF SIDEWALK a TP= TOP OF PAVEMENT Z TW= TOP OF WALL E TG= TOP OF GROUND N FF= FINISH FLOOR a G= GROUND (EXISTING) a� 0 O N n N N CJ �a LEGEND ------------------ EXISTING CONTOURS 100 — PROPOSED CONTOURS Designed by: VM, JM ------------------------------------------------------------------- _ _ Drawn by: JUJ. JB Engineer of Record: VM APR :.:. .... ,... .. Date Plotted: ,_ Grading Plan Notes: 1. All Elevations shown are Finished Surface. All adjustments for the thickness of the foundation slab, pavement, sidewalk, etc, shall be made by the contractor. 2. All sidewalks are expected to be 4" thick concrete on 2" of placed Lime Stabilized Subgrade or 5" thick concrete on compacted subgrade. 3. It is not anticipated that a balanced site can be achieved. Permanent spoil areas are not available on site. 4. Because this grading plan is not fully functional until the storm drain system is complete, the contractor shall be responsible for pumping storm water from the various low points during construction. All sumps shall be pumped dry within 24 hours of any rainfall. CONTRACTOR SHALL PROVIDE 2 WEEKS NOTICE PRIOR TO PERFORMING ANY WORK ON TAMU PROPERTY. NOTICE SHALL BE GIVEN T0: MONICA HARTMAN 979-845-7378 MIKAEL OLSEN 979-458-0417 NATHAN JONES 979-862-4606 REVIEWED FOR COMPLIANCE APR 2 5 2014 COLLEGE STATION ENGINEERING Issue for Pricing / Bidding: Issue for Permit Application: Issue for Construction # I DATE I COMMENTS 1 03/25/2014 ADDENDUM "A" V 7 � U J C_ � Cn Z W z Z O O Z)OZ Z 0,00N� UWQ �Q� °moo �C/) Z Q C/) �( QJZ � O �W Q i O < InW _ V J OU W W _ ~ —� J w0C) oo� O O U 1- O U)O Z U Firm #F-1443 .. F 4/22/14 TF 9 ....................................... VERONICA J.B. MORGAN ....................................... 77689 �SS��NAL EaG 1.� J J U) ry Z Q W < w o co ti o U (� V w z > X � � p �oz'Ro N � � -� G Z I_- co f— ~Q 04 co vV W w > = LU O W U LO 0 U F— SHEET CONTENTS: Grading & Erosion Control Plan PH2 SHEET NO. C2.01 i -�--- ----- - I LEGEND TS= TOP OF SIDEWALK TP= TOP OF PAVEMENT TW= TOP OF WALL TG= TOP OF GROUND FF= FINISH FLOOR G= GROUND (EXISTING) LEGEND ------------------ ioo — EXISTING CONTOURS PROPOSED CONTOURS NOTE: PRIOR TO CONSTRUCTING RETAINING WALL CONTRACTOR MUST SUBMIT DRAWINGS TO COLLEGE STATION'S BUILDING DEPARTMENT FOR APPROVAL OF BUILDING PERMIT FOR WALLS OVER 30 INCHES IN HEIGHT. SEE LANDSCAPE PLAN FOR WALL DETAIL AND GRADING PLAN FOR WALL TYPE. Grading Plan Notes: 1. All Elevations shown are Finished Surface. All adjustments for the thickness of the foundation slab, pavement, sidewalk, etc, shall be made by the contractor. 2. All sidewalks are expected to be 4" thick concrete on 2" of placed Lime Stabilized Subgrade or 5" thick concrete on compacted subgrade. 3. It is not anticipated that a balanced site can be achieved. Permanent spoil areas are not available on site. 4. Because this grading plan is not fully functional until the storm drain system is complete, the contractor shall be responsible for pumping storm water from the various low points during construction. All sumps shall be pumped dry within 24 hours of any rainfall. CONTRACTOR SHALL PROVIDE 2 WEEKS NOTICE PRIOR TO PERFORMING ANY WORK ON TAMU PROPERTY. NOTICE SHALL BE GIVEN TO: MONICA HARTMAN 979-845-7378 MIKAEL OLSEN 979-458-0417 NATHAN JONES 979-862-4606 REVIEWED -FOR COMPLIANCE NCE APR 2 5 2014 i COLLEGE %Ai I� ENGINEERING Designed by: VM, JM Drawn by: JUJ, JB Engineer of Record: VM Date Plotted: APRIL/22/2014 Issue for Pricing / Bidding: Issue for Permit Application: Issue for Construction Revisions: # DATE COMMENTS 1 03/25/2014 ADDENDUM "A" Z J J J J v6 l// )) Z w > V/ O 0 z7J �0 RCN �Q0 UWQ 0U)[if �� ZQ� �'�� = W <Jo J�J —J Q — O w0 _ ry —� -� woo o o� O O IU �-0 a o Z Q� U Firm #F-1443 4/22/14 tr : .................................... ... i VERONICA J.B. MORGAN ................................... o =• 77689 O: 'p� FC ��•: �kr STE SS�0NAI ENG n J -� Cn ry z W o 0o0<tiQ W UCUrVZ> CU ...� 0 O Z Or/ QN W 76 06 � j � U I— E >= _ :D J � O W () Lr) C-) U H SHEET CONTENTS: Grading & Erosion Control Plan PH2 SHEET NO. C2.02 LEGEND TS= TOP OF SIDEWALK TP= TOP OF PAVEMENT TW= TOP OF WALL TG= TOP OF GROUND FF= FINISH FLOOR G= GROUND (EXISTING) LEGEND ------------------ ioo — EXISTING CONTOURS PROPOSED CONTOURS Grading Plan Notes: 1. All Elevations shown are Finished Surface. All adjustments for the thickness of the foundation slab, pavement, sidewalk, etc, shall be made by the contractor. 2. All sidewalks are expected to be 4" thick concrete on 2" of placed Lime Stabilized Subgrade or 5" thick concrete on compacted subgrade. 3. It is not anticipated that a balanced site can be achieved. Permanent spoil areas are not available on site. 4. Because this grading plan is not fully functional until the storm drain system is complete, the contractor shall be responsible for pumping storm water from the various low points during construction. All sumps shall be pumped dry within 24 hours of any rainfall. CONTRACTOR SHALL PROVIDE 2 WEEKS NOTICE PRIOR TO PERFORMING ANY WORK ON TAMU PROPERTY. NOTICE SHALL BE GIVEN TO: MONICA HARTMAN 979-845-7378 MIKAEL OLSEN 979-458-0417 NATHAN JONES 979-862-4606 RE WEE) FOR COMPLIANCE APR 2 5 Z014 A.V,, COLLEGE STATI, ENGINEERING Designed by: VM, JM Drawn by: JUJ, JB Engineer of Record: VM Date Plotted: APRIL/22/2014 Issue for Pricing / Bidding: Issue for Permit Application: Issue for Construction Revisions: # DATE COMMENTS 1 03/25/2014 ADDENDUM "A" v Z X U JJ �v^^� 7^ Z > F- ; VJ O O ZZJ =0 Z Z �N� 2iQ� UWQ °moo �— zQ F— W Q W O W � J Q W0J -17 V W J U J _ °� W 0 � Z . E �O O U 0O Z U Firm #F-1443 4/22/14 n J J (n ry Z Q W < W o °�° o U V W z > �� O �oZC.Do W0rp Z F— H Q N CTS W J Wcn W � Cf) W � l I✓ 0 W ULo CU H SHEET CONTENTS: Grading & Erosion Control Plan PH2 SHEET NO. C2.03 ! .d-Z L NLi-Z L �'°Z �'•` �' Yti--Z l t . �_- W i-Z t1Y y - - Nii-Z t -- VV-Z L-r•.'rr;-Z l - Yf�-Z ! Ifd-G•t rtro r - ... ... _ . STORM DRAIN s-zL INLET PROTECTION 0 N <,-ZI ss-ZL ss-ZL ass-ZI ..... ass-ZI -_ 5s-zL „z ' _...._. r 1 0 SWPP " - - •-1....:,... _- � # _---------- ----- - - - - - - - -- _- i " TS=323.3 S 3219 7---------- 'T$=322.95 TS=32 43 X_gin_, - yv o - _ _ _ - e - _ 3,_ _ °TS=322 5 ; TS=323.01 _ _ TS=322. 5 TS=323. 0 S= 22. C' _ I. II I 3 3 5 ------ -- - 22.4-5 \ _ TP=3 T1=322 45 4 - - - - - - . - �? - - - �i 3 5 - - \\\ q Y Li 7,P=322.45 TP=322.45 - _® - - --- - -' - 1- - 2��.00 - `---=1------------- Ln EXISTING KNIGHTS INN I ; it PARKING LOT l�" I I 41 SILT FENCE ASSEMBLY SWPP1-03 SILT FENCE ASSEMBLY SWPP 1-03 LEGEND TS= TOP OF SIDEWALK TP= TOP OF PAVEMENT TW= TOP OF WALL TG= TOP OF GROUND FF= FINISH FLOOR G= GROUND (EXISTING) -EGEND ------------------ EXISTING CONTOURS 100 - PROPOSED CONTOURS ` LLir �> t - TS-324.43 ' e 6.44 1111111110MIMEM I I-. WL 2 A",PVC 'C', TS=324.55 I' II ss-'CL X- X X 1 __... 'SS-ZS -ate'•' j - _ 1 SILT FENCE ASSEMBLY STORM SWPP1-03 DRAIN INLET ® PROTECTION = SILT FENCE � SWPP 1-00 I II .--� ASSEMBLY E MBLY II II SWPP 1-03 7 ' i I >=321.96 `fS=321.85 • i =322.21-32 S=322:11 S0, I • .. I 3 > l� TS=322.42 jI TS22.66XI Pil I SILT FENCE E ASSEMBLY I X, XT SWPP1-03 , r �\ I l lr1=79I I� 1,I - - - -322.0 - - -- \\. I ' i , ; ` ' t SILT FENCE ASSEMBLY SWPP 1-03 ;M �j a is ! 1 Q-7 s \ C=326.00 ` \ TP=324.5C� i 1 ------------------ I 20.39 _ - - - - - ---------- ------------ ---- c6 SILT FENCE ASSEMBLY ` SWPP1-03 % lyff �n ^� o, 1 Grading Plan Notes: 1. All Elevations shown are Finished Surface. All adjustments for the thickness of the foundation slab, pavement, sidewalk, etc, shall be made by the contractor. 2. All sidewalks are expected to be 4" thick concrete on 2" of placed Lime Stabilized Subgrade or 5" thick concrete on compacted subgrade. 3. It is not anticipated that a balanced site can be achieved. Permanent spoil areas are not available on site. 4. Because this grading plan is not fully functional until the storm drain system is complete, the contractor shall be responsible for pumping storm water from the various low points during construction. All sumps shall be pumped dry within 24 hours of any rainfall. Designed by: VM, JM Drawn by: JUJ, JB Engineer of Record: VM I Date Plotted: APRIL/22/2014 I 1741 -' : I -. ' I I MATCH EXISTING GRADES � 1 r 5 ,I MATCH EXISTING GRADES 6 , I I i 'd MATCH EXISTING GRADES I' SILT FENCE ; ASSEMBLY a SWPP 1-03 1 1 1,1I I r ! ` �. TC=321.30 ' T5=321120 TC=320.66 13 TC=32 .26 TSL3 1.16 JC=320.62 Ii SILT FENCE ASSEMBLY P1-03' 21 h SWPF: i ---,�S 320-Z4 =_31'9 -zc -zL -TA-Z` `TS=320_.22 l;`'•--___-----� __- ,.TS= as x19.50 - --- -- -319.0----------- `\. %T-319.62 -326:T18.50- - --------------- R l aWr-n � CONTRACTOR SHALL PROVIDE 2 WEEKS NOTICE PRIOR TO PERFORMING ANY WORK ON TAMU PROPERTY. NOTICE SHALL BE GIVEN TO: MONICA HARTMAN 979-845-7378 MIKAEL OLSEN 979-458-0417 NATHAN JONES 979-862-4606 0� � COMPLIANCE: APR 2 5 2014 COLLEGE S'TATIO ENGINEERING Issue for Pricing / Bidding: Issue for Permit Application: Issue for Construction Revisions: # DATE COMMENTS 1 03/25/2014 ADDENDUM -A" V Z X �U J J � VJ Cl) Z UJ O 0 Zz-J Z D0 z LLCN �Q(D UWQ °U)o �U� ZQ� WWI I..t. �Wo LU JQ JOJ O^=W V W Ld ��_ ~ J W F- ZW 00 0 O U '0 �0 Z U Firm #F-1443 4/22/14 O F TF�q C-D. J' ................................ *- VERONICA J.B. MORGAN ...................................... 77689 �O ASS nS -r J v J 0-000 z Q W < o o r ^ V W z w ~ �CD0 U C ry 0 �n V oz�o Z w H H U) Q H N ca �S W J w cn rn w = J J o W U U Cam_ G SHEET CONTENTS: Grading & Erosion Control Plan PH2 SHEET NO. C2.04 J 4 d Designed by: vM, JM Drawn by: JUJ, JB Engineer of Record: vM Date Plotted: APRIL/22/2014 \�N�,� - - ;ShrEm L D R I V "Em �� )1 STORM =l�-1 DRAIN INLET xP FU UVAT PROTECTION V,�� {%Ir SWPP1-00 -� -,________________------------------------------ __________ /alp L—.«T""-"` "^^ �y�y o a6 it j£j# - - • - - - - - - - - - - - - - - d£ �-y _•-.s_ ��-{C•�n'�-a..�•"-.aa—. I'aE -- ' - n --------------- --- - „ £ t � k , "A ; EXISTING b J DUPLEX I I I •t ' a � ' {g j( Y "= I II I w Scalit ��n e e: 10 feet 1 IS A Sa ; I: JI II ; gyp, 4 SO < ---'" Ii a aAd - S I x. tP ' '� �,_ sa aAa ,.* - � i •� II"o II �' ' III• ' If,C4 -i 1, II�II N I t s II II r. a. EXISTING N DUPLEX (, prt �IV II�II C,Ik g� m a ! ' Q~ �N �l i IIII Ed { ♦ < <'p r1j II � II _ 55 II I { II I - - - - - - - _ _ _ _ - _ ' - , ,./ M o sn 'i (r'i `e^ •;^' R'a tit; rS -Id �z •`it- rS� ;,-:"----Z�57Cd'„'ZZ--'--'-ZaT3A3 aZ-•�Z"----Za SJSd �ZZ----.•'1-Z OA'#Y-' ((tt� .� I I, q,t I " A ffi Z om «t-'i ZA CS «91-'Z and ., -,C ZA CS »9'6 ZA fl> «s•t-Z :dha f t-£ Z °&-rL`r a,d £ ,2A OS ., 9'i-Z afid »i-£ a ZA ffi .. &•4'ZI ¥ 1 1S aAd „Z -Z ,S and «Z -Z ,S aAd .,Z -Z ,S aAd «Z -Z ,s aA4 : - � - -5'-"S,"_ -'- a • __as and s aha«z-z ,s and«z-z andt-Z SaAd «t -Z Satd «t SO andt-Z,' aaa«------ -'- '-. Zt w� Z i tt yu-ZS;.i �c a —wA-Zi(� IV Lf LAME 'J III ♦ t 9.limt.A.�L "t: i _' Ss—�4 �d • '"r`%wue, SILT FENCE " I s ASSEMBLY STORM I w . TS=32 =� SWPP1-03 DRAIN INLET =35 TS=32 -43 �. ® PROTECTION I ,,.08 =3 3ifll TS=322. 5 --- '-- _ - 5= 22. SWPP1-00 I - — --- — M ,W - - - - - - - - P=322:45 TP=322 45` I[ I SIII II aaa-cc 53 2 4 TP=32 4S — \ Jill TST321.96 'TS=321.85,' TS=322.21 ®i- O FILTER FABRIC NOT TO COVER DRAIN INLET bsy,2 FILTER FABRIC NOTE: TEMPORARY DEVICES AROUND STORM DRAINS ARE USED TO DETAIN AND/OR FILTER SEDIMENT -LADEN RUNOFF. THE PROTECTION ALLOWS 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. SAND BAGS SHALL BE REPLACED UPON FIRST SIGN OF DETERIORATION. METAL T-POST AS REQUIRED TO MAINTAIN SPACED 6' APART SAND BAG i. ... _ r HAY BALES `� . s ✓ ,r X �< METAL T-POST AS REQUIRED TO ✓°j,aF'. %� / , MAINTAIN 2"X4" WIRE MESH FASTENED TO T-POST SEDIMENT CONTROL FABRIC FASTENED SECURELY TO T-POST & WIRE MESH 8" OF FILTER FABRIC TO EXTEND INTO A TRENCH AND BE ANCHORED WITH COMPACTED BACK FILL SILT FENCE ANDIOR HAY BALES TO BE USED IN AREAS OF DRAINAGE FLOW NATURAL GROUND tX (tr\i it ire tuFs r. , „ ie . 4 Fd 'Y1idr " 4"X4" MIN. TRENCH 4" �- 20" �t}r ALLOW 2.5' TO 5' AT TOE OF SLOPE FOR SEDIMENT TO ACCUMULATE. ALIGN FENCE ALONG SLOPE CONTOURS. DIRECTION OF FLOW 6" IN. GEOTEFABRIC TILE FABRIC SUBGRADE SECTIONA A NOTE: DRESS WITH ADDITIONAL STONE AS NEEDED. STONE IS TO BE MAINTAINED SO AS TO PREVENT CONSTRUCTION TRAFFIC FROM TRACKING MUD ONTO ADJACENT PUBLIC STREETS. 4' MINIMUM 12' SHALL BE FULL WIDTH OF SITE ENTRANCE 6" MIN. DEPTH STONE VARIES ITM D448, 8" TO 5" UMETER OVER GEOTEXTI E FABRIC 50' TO �000 WITH SAME SQUARE FOOTAGE. OUT EXISTING STREET GRADING PLAN NOTES: 1. All Elevations shown are Finished Surface. All adjustments for the thickness of the foundation slab, pavement, sidewalk, etc, shall be made by the contractor. 2. All drive lanes are expected to be 7" thick Concrete on 8" of Lime Stabilized Subgrade. 3. All sidewalks are expected to be 4" thick concrete on 2" of placed Lime Stabilized Subgrade or 5" thick concrete on compacted subgrade. 4. It is not anticipated that a balanced site can be achieved. Permanent spoil areas are not available on site. 5. Because this grading plan is not fully functional until the storm drain system is complete, the contractor shall be responsible for pumping storm water from the various low points during construction. All sumps shall be pumped dry within 24 hours of any rainfall. SWPP PLAN NOTES: 1. 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 calendars days of last disturbance. 2. Approved Erosion control measures must be installed during the entire time 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 the contractor. 3. All erosion control measures should be cleaned of silt after every rain event. _EGEND ------------------ EXISTING CONTOURS 100 — PROPOSED CONTOURS SILT FENCE CONTRACTOR SHALL PROVIDE 2 WEEKS NOTICE PRIOR TO PERFORMING ANY WORK ON TAMU PROPERTY. NOTICE SHALL BE GIVEN TO: MONICA HARTMAN 979-845-7378 MIKAEL OLSEN 979-458-0417 NATHAN JONES 979-862-4606 REVlEV►E13 FOR COMPLIANCE APR 2 5 2014 COLLEGE STATIO ENGINEERING Issue for Pricing / Bidding: Issue for Permit Application: Issue for Construction Revisions: # DATE COMMENTS 1 03/25/2014 ADDENDUM "A" v Z %� JU J C —u Cn Z 0 0 zz� =0z C�N� �Qo UWQ °U)o ZQU) (n F— � Q Jo OHO W Q -- 1 J0; Q T w 0 W = —J WOFC)�— O Q 0 0 U 1,—O C00 Z U Firm #F-1443 OF 4/22/14 TF� ........... VERONICA J.B. MORGAN � SS��NAL ENG L J Z w < o E w z> W 1` � v �M O `j o Z O� ( o r W c w 0, U) C46 w W W E- U � J J > Z = W J w U o 2 U SHEET CONTENTS: B/CS STANDARD SWPP DETAILS SHEET NO. C2.05 ---� . Designed by: VM, JM I Drawn by: JUJ, JB 5' BUILDING 10' P.U.E. Engineer of Record: V SETBACK (11193/160) M h A ` Date Plotted: APRIL/22/2014 EX. ELECTRICAL - CONDL � - -- PULL BOX \ EX. ELECT -L - - - - - - - ..., _ 1..i l..! .< f4 FF:334.75 BUILDING 4 PARKING GARAGE FF:334.75 FF:334 EX. TRANSFI (PI 238464 SQ. FT. 7' P.U.E. I � � � r"'m � L _�,„,e...� ZONING:PDD (11193/160) I: , \ Y: --- Z4--- I-t----j- Y�"-Tfz J _. 8- - _ : Q ' aI 6- 6-PVC 6-WC -o-- , n F _ ' e F F 334 75 " J t "."« _ _ _. - �� NEW STORM 6-Pvc I r m I i [a _. - _ l j DRAIN SYSTEM NEW STORM; V� `o ..-; . _ I - 0.., 1- DRAIN SYSTEM oo _. - �.. DRAIN E I " _ _ ' -- VARIABLE FLOOR <. . _ a DRAIN 1 W FF:333.75 __%-_ _..._...<__m _. ``` =-; D N ) "�.11 B a� 1 ; . __, . ....... " ... ......._ `�� i 1 I ` i -__� w _ t ff . , _. zzz FLOO R �j[I ; RAI RAI s �., -- • „ F)MA!3E I I _..... ..-. ,.,,.-.-,.,.. _-N �� ? I ,x,""; -_,� 18-P4`C YR-R'dC-- i ._.- -- ._........ ,e.m, ,,,e.�11,re aa�** ---r., «.«". :=' t E ". ",a, .«,,., .. ,:,->-„«�. "....�.:�,. ,.�.�.. re.. ,e...,«.. aw.�. v.:WM .. .�<..:...,:�...�, a,.�«, .�,.. " , ... n.... ..,.< ..w»w. ..�..-.,., ::., .�., ....:. ,rew <�.a..�,., .: <�,. . ..< ` ..»'�«�<":=-� �."0 ,M<<.._. L _==.s"`'3 -.". ... to p.m=ts=alc ie=P6 sa=P"ic"� -.. ..-'ie pve -' J I _ , .. «,...,..."-:`""'ice.. - ,^_""'".-., ,- - 1 e �� £ : a s - :11 } w < F.334.75 N _ F 25' < f,A € _I i _ ; , 4 L�41"F .74 1(SEE MEP ;�, - ' I 1 r I ', I /�I DRAWINGS FOR .1- l__"=, P �oosr __' _ - WIDE - £ I CONTINUATION I - `" --,, - I # OF 6" SAN -., . �- -L-� --,-- I i<: I 'y' i I...v �� i SEWER SERVICE) I GAS LINE AM�NITY ' -' ---- == -N I 10,1 p, 111111111 FF.334 75 �8� ' SEE MEP cI / � EX. 4 (PHASE 1) AREA zsyssr i I DRAWINGS FOR SEE MEP Issue for Pricing I Bidding: Issue for Permit Application: Issue for Construction Revisions: # DATE COMMENTS A 03/25/2014 ADDENDUM "A" I - - I - � --i-7-Lj CONTINUATION DRAWINGS FOR L IliHYDRANT ELECT. SAN. SEWER SERVICE , _ E i 12. `_ � ! 4 x VERICT. 14.62 L.F. OF 6 PVC „_", r CONTINUATION " EX. FIR I " , °:`.' OF 6" SAN I ONDUIT ® 10.66� SLOPE I .. - _..- " ...- SEE MEP EX. ELEC. WIDE M.J. SEWER. 11 (TYP) EX PEDESTAL1: _ DRAWINGS FOR TRANSFORMER P.U.E. -� SERVICE 0 SEWER N--------- U . ! 6" C.O. I ! i CONTINUATION (PH 1) L- 00 SERVICE -I F 327. I r EX. 6" FL = I _. (PHI) -TYP - ' - 0 EX ;� U 328.56 OF 6" SAN ___- _.___.. "FL 327.0 FF: � 'p. _ # EX. 8".. „Y.._............. SEWER VARIABLE I I . I VARIABLE 334.75 Z I C.O. FL - - I VARIABLE WIDTH V; .,. f=327.00 FIRE LINE VARIABLE 1 -d`� SERVICE WIDTH P.A.E. I : i = V1 EX. VERIZON WIDTH P.A.E. EX, g" 3" WATEF I I MANHOLE PHASE II P.U.E. FIRE LINE METER & W t ' 1 (PLUG) � WIDTH P.A.E. e) X. FL=327.50 I I � i -i ,a11 ( ) �- ;_ BOUNDARY � i ,� .. • _ - 1. t k i327 .. _ 8. - . - - - - - - ,, - A A .-. z Z • " _.. -- ' 6 TYP _I a. .,,.. - - : - 1 . / ,� ` :: 4nommm , amoomIIlIY - t 4--4HI - -1.� � .,� ,4 - -Us c t t ��' I. � I - M ,,77 / ;.. , --1 . ..... ��.� , , " { I O ;-77,77I N. 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I 606- sc6 s05-..'dam 4 AS an6-..i so6-..t sa -.,t VALVE p6 •< .�• x�' y 1 .. .< ., €,a ,.t � f�..� 6os-,<t s��-.,t B®e-,<t soy-7 .<t sas-..tr ..> e�,t � � ALINE'` - U W Q O (n O _-.__�4... l/ i`� i..\ 1 26 FIRE I ELEC. COND. - ../ r . ,. " 26' FIRE__ _ W . IMMUFFEE , i ' r �i .�s-e ss q 55_s s-s _ LANE [€I 4" GAS LINE N LANE z� 2" SAN. �- (D „.... I �/ ss a -R r .m EX. 12" FORCE IAIN 4" GAS L i' / ,/ >. - � - - - - - - - - - g 9F-- - - - - - - SFWFR I NE- _ _ 0 ca - �. ;"' / - ..>•'/ F•i`> e ° /" 25.E<�� -,an- B - L,-Zl C'�"-ZL .. =z.. `h.�::;w 4... SS-Zi ..' SS-ZL "...-ISS-Z6 ....,.» SS-Z4 SS-ZL _ W ... r . _ , .... ... DUCT BANK 4 ELEC. COND. Ill EX. FIRE EX. 12" SAN. EX. 12" - EX. FIRE EX. 12" , gF. M*-- VARIABLE WIDTH VARIABLE i .- HYDRANT SEWER LINE I (7 J Q I ; ...._._. t,. , ! , DUCT BANK / _ /,,, ,' P.U.E. WIDTH P.A.E. WATERLINE ;r / HYDRANT WATERLINE W %Uj I xj ,, /nb ' / � (11 193/160) s vn-zL Lr -zL zt:t�,,,.-zt -im-zL -lm- L V..-zr I I Em-zL W-zL ovLL_ _ _... '� r�..�I I I» MANHOLE _.............. <>,.: JIEX3._ �n.�_VU: ,'g �. - --. - ---- --- --- ---I�- -- -- -- „_I- a n W1..{. j .i r ... 6e' �n �'-b Wit' _ � . _ - _ - IX 6 FL=3 6.7 s:, -an s:- �-�;7 ;:,_ "x - - -.- _ - _ o W ice, , �� va .. .na n vcc .. t z sl. .. x »� z sa . n s. , .� z s.. -•,� 2 5 - --- - Jn - W = _..... r 1,,;, ti �d r' 1 _ n-.. .__ _______ .v EX. SANITARY " l a...... 1 - � U ,. :t ................... [ i �}<:: £ c. I a : IX 6 FL=326.63 a . _...... _.. I U » 9 1 - -, ,. -- _ MANHOLE (TYP) " _ _ . � I-' F€ T - - �..I i #:, i v / __ -i 3n ---3n ( IX. 8 FL- 321.76:�� - .....g__ rlA 3fi Ian W -- __ i I 11 o�. 1. �.' \ I ; �' I (9673/291) < . Wm ----- --- __ t} 1 , r '`�_. _.._.,_..a.,� -�.- r ,_ >_. , , . ,-, . , < , , ._._._._._, P.A.E. & P.U.E. i - ----.... - - _ , - EX 1 FL 321 42 � o0 I 1.. I _, j I c J _ (10778/253) (967 9) 1 i- o _ r -. i I I; 10778 223 3/2 1 I I O O _a _ r. EX. , � ( / ELEC. N _ ) : , I E ,...., _ ! E-t N/F T NPH1 i ..-,_< I if. i �i:l ,--.,...C',,, I f .. � w I I_ I �, - I --- , C ( O) M t., j N y -, _ I I Z RA 1 855 CRE I = I I A :� (-,*, - I , ° Et TRACT,, -__ I ,_�' I =-- I---% _--lt=::�� inn. I 1O' P.U.E. (11193/160) APPROX. LOCATION OF TAMU FIBER OPTIC TELEPHONE LINE AS FLAGGED ON THE GROUND � PARTIAL SITE HENSEL DRIVE (PRIVATE) SCALE.- 1 "--20' APPROX. LOCATION OF TAMU FIBER OPTIC TELEPHONE LINE AS FLAGGED ON 10' P.U.E. THE GROUND (11193/160) / EX. STORM DRAIN NOTE: FIRE SUPPRESSION LINES SHALL HAVE A LOCKABLE LID ON THE ISOLATION VALVE. THE LOCKABLE LID SHALL SUPPLY THE SAME PROTECTION AS THE AMP OR USA, LL562 LOCKING LID AT A MINIMUM. AN ALTERNATE LOCKABLE LID SHALL BE APPROVED BY COLLEGE STATION UTILITIES DIRECTOR OR HIS DESIGNEE. - - - e ,,r. ii 04 Od 03 Od 0.4 03 0j fl-4 03 04 0.4 03 0.4 0A 0 04 03 CAL EX. ELECTRICAL EX. ELECTRICAL L { CONDUIT CONDUIT PULL BOX - - - - - - - - - - - - - - - - - � ��*r�-� -�t . ...... ... .. �.. - ,-� �� Aa-1a-w'a�.- .....�.................. -4M"-M- M.MUM` ..I04-man.-o.w ...... ... A.-..s. sI o...m. E7.Im I �- "-V--t .o...w� .s...F..E...E.-..I.R..-......-� ��-: - , ", �=, r MO� M. .. .. ..O...N..W. .�....... � �',,',.,, "r aIm-ow.-�.-.. . ..... R. ..om.�,aI no'. �� *A..N. N.".. . .......m-o.n..-so-mm, !-� j" " "- R, -/"- EX STORM ,,,. , _p DRAIN INLET , .._ .......... ,..-` I --- --- i I li i I I EX. ELECTRICAL I I CONDUIT I t FF:334.75 I . 7.5' P.U.E. FF:334.75 FF:332.75 FF:330.75 FF:328.75`8 (11193/160) EXISTING I I BLDG 5 1 FOURPLEX I E 1 EX. ELEC. FF:326.75 I TRANSFORMERS I i (PH1) ELEC. 1 14' PRIVATE i TRANSFORMER ACCESS (PHI) --- I EASEMENT ; I NEW STORM --- I ,: (11193/160) ' DRAIN SYSTEM g FF:334.75 NEW STORM a = - -__.. - € - - - - - - j...";. HdLII PVC I ' :.: - ( ) DRAIN SYSTEM `' I"' I _ `' " �� ( £ 1 (PVC) VARIABLE °s B l .". s .� za-i =._. a AS. FLOOR WIDTH . , : a =-P'- - ., �"- °' .-,:.�.,.�..,. " $ I NE I DRAIN P.U.E.� � " . s - "> . I I I I „ I I i. £ I FF:330.75 I I g I I I I ," "'` "I I Ii NEW STORM FF:326.75 IF EXISTING �. , .. .f.,..-.-.. ...,..A_.�,�. _ s PARK LEX --- - - ; I � • RAIN SYSTEM ° :..... NEW STOR £ r I f i t �� I g I M I' ING W INSTALL I� eI. - E - 1r I :� ffit( I w PVC) I I DRAIN SYSTEM y, LOT I1.. I�; I 2-8"x45' M.J. BENDS , , . �<_, >.!*, _ .: (PVC) , .: EX I STI N G l "� ' ! ( FOURPLEX _ - be r 17.57 LF. OF 8 PVC PIPE (DR14-AWWA C-900) I I E t r - � - - --- = - - .Ili U �� . ,� 4-PvO.- >. --74 - 24- �` .� . ten? - mow. . ti 24 - --� . I" 1-8" M.J. GV&B (ISOLATION VALVE - SEE NOTE) r . i :'.- " .' : °i _...... sl: ". I°-;'r fp'I r II 2-8 x45' M.J. BENDS 1 --I 1 , I I I � , I I ; I h FF:332.75 I FF:328.75 u ° 8.00 L.F. OF 8" PVC PIPE (DR14-AWWA C-900) "< � I ; � `' f` I ;., SEE MEP DRAWINGS FOR CONTINUATION OF FIRE FDc FOR VARIABLE WIDTH r is P.U.E. I < . LINE INSIDE BUILDING NO. 4 = BUILDING 4 �t ,� ; ;' ` I � yc -- ,1 I ,. I INSTALL• _ u&<. SET K 4"x45' SEE MEP <<-. SEE MEP DRAWINGS ;�ll N 5' BUILD NG BAC $ M.J. BEND 68.46 L.F. OF 4" DRAWINGS FOR INSTALL: FOR CONTINUATION 11 {{{. I I ,`3y. fn PVC PIPE . '':,::'.�_' L :.I ._T " SEE MEP DRAWINGS 1-3 WATER METER & VAULT OF 6" SAN SEWER - ".'_ I:�J I i £� SEE MEP DRAWINGS ... k I I t . . CONTINUATION ----,-,- _ f \.,,,, FOR CONTINUATION " `R;= -.:.: , j U--` FOR CONTINUATION EX. SUDDENLINK ( I ° , <,." 1: . � (DR14-AWWA C-900) OF 6" SAN OF ER ::'::.::.::;, 6„ , 6.88 LF. OF 4 PVC PIPE SERVICE i `I ": ;i DR14-AWWA C-900 IX. FL=322.00 OF ER , SAN SEW 5 SEWER I; - EX. ELEC. SERVICE { ( ) SERVICE - 1 .` " 6 SAN (FH PEDESTAL I E SWITCHC. SERVL. ICE VARIABLE TRANSFORMER gnEwmmINSTALL 1 EX. FL=323.50 EX. ELEC. EX. FL=320.64 T r I; I I PHASE II ELEC. COND. EX. FL=324.50 I I IRRIGATION FDC FOR , 2-4"x45' TRANSFORMER -;1 ",= I L/ BOUNDARY (�)� EX. 8" '� 3" WATER WIDTH 2-4"x45' (PHI) '�.`C:.' BUILDING 5 I 12' WIDE �•, METER M.J. BEND PH1 ff P.U.E. i DUCT BANK PH1 t� i ; FIRE LINE METER & P.U.E. M.J. BEND w "" "° 14 P_U.E_ s ( ) - VAULT "' .____ ._ (Tl'P) I _ - _ - , 12' WIDE P.U.E. -- __ q? iC 1. �. I I i ..-.. - .-.-•_: .�._--- - I ,..... li- �£, £- ,.i - i .. €-L .,...�,....,..-. - -.-.- .-.-.-.-._.-.-.-.-.--� £p �... - . 9 5' PUE I IM t .e _ .T--11 - _ �.. .: , . _ €. • 'f •t' "tea I t-g a _ _ i z �c e >� u � .71 - i " ---r.°. „ .. - • , -, a v, -. . , • < < < _________� 2 4 x45 _ „ _ _ _ - - -� _ __ - - - __ -_____ _ __ a.. _ �._. 1 -- - - - •r-- - - - _ _ 2 G N - ____ 2 _> __- w - -. . 4-.... -- - , < r. _ __ _ _> _ .M.J. BEND jE�_ 1 - ` Ill._ ..................... . _ r _ A _ 8- h •ns � •Yt.Lr »« ,. q a� t - t".e h<3 s > .- «. _._. 5d> L sc Y. Sa a - :. _ . _. .,-. .<. ..................... ' :5 �., -.`R -� t 4 -Z .ham° � -• - --_.x_=1- .__ �w __ffi------.___ gS�u s. ,.,a "_,,.."..,..,,"._„ , , b .-. "' > '. -. '",� ., r3 .. g r . .-... .. ,,: , , _ -# °5 ft F - S"- �t>c rr_ _--_'�__- M.J. BEND----�-- ------ r � _ , --�------�-�-- ---------'�------ �--------- --- - _ z a I •..« VALVE-- --- -- --- -- - - ISOLATION- x - _.,,. _a R a� �-- ,, < p _ _ _z- _ a •. t-r. ___- �e-z__--s_an�.L------------== - ---- -- - s---�---------- -_•. 6o6-..t 605-..t VALVE 605-..t s0 -..t 6-..t-----------------"----- - - -- •• _ __ P) 2E _ _ - W� t L4 -Zt-Lki-Zt - . . _ EX. SANITARY-p{f-ZL - -zL I §" N -zL ' Yf3-zl - h!�-zL P!3-zL` . . W�-zL ru-zL - • • ru-zL Yid-ZL - - L°4:3-zL y W . ` VU-zL --iLi-zL- -H�-zL it!-zt - . «, ,--ye Z " - -R4 ZL - vu-ZL - - 143-z . . -Y4d zt - a - t- - - �` \ � EX S S E�2 SAN. SEWER I INE- - 4" GAS LINE - - 5' - - BUILDING SETBACH MANHOLE (TYP) C,, - ^ VARIABLE � ss-z L ,. ss-z t ss-zT ss-z t i ss-z t SS-z t ss=z L �" WIDTH »" EX. 12" -` WATERLINE VARIABLE EX. FIRE HYDRANT P.U.E. 1,; IF ' E 'IM-Zt a.d 11A-Zt iN:-ZL I WIDTH lM-ZL 11 lM-ZL -�, P.U.E. I" �= _ ..3n aft - - -=-'-" -t - 1 - 3h 3n _-_-_.-_-.. -n ..-_11 _ - i> < _-- _ ,-"....e.:::.w. - a:...w,.:: r � ". .».._., _. -1 .�_ ..: ,19A4 ... - - .e.--.- F I I .........._.......... .... ..... ... - __rn �> Tkeh I �_ , ,w � , , .: I � : i, I'! ( .:'fC }i t :I I - ._..._......_ r_ -------.._.. i I N0 P01NT I. f / I ;.. EX. 12" SAN. 26' FIRE - EX 12" STORM DRAIN N LANE 4 , SYSTEM (RCB) N MANHOLE (PHI) , SEWER LINE VARIABLE FORCE MAIN`° VARIABLE ss-zL zL s=--zt € Ss-zL Ss-zL ss-zL .I, WIDTH IX. 12" WIDTH '� 6.5'x6.5' IX. 12" SAN. NEW I ' ` P.U.E. WATERLINE P.U.E. i P.U.E. �, SEWER LINE JUNCTION BOX �aa-zL ,M , -W-ZL i �� - g - -� r_-., -�-..---,-,-.-.-. - -- 1-1-1 - - - " ' ---'- -�-��..... ....., v-, , - - - - - n ft c .E 3--k y. 3-r-�� _. '"S I DEWAtK "' I P.A.E. & P.U.E. o EX. FIRE I " _. - .. _ - _ _ ---� / 1 (9673/291) HYDRANT , `` w._ _ oa-oc ---- -daa_1 g � : � , ` :l I _.. ......... I SS I N G I j o - _ _ - __ ill1 o UTILITY ( 1 UT (? 3.,- ] T%C 323.01 CR _.- - I I 't PARTIAL SITE EX. STORM - DRAIN NEW STORM DRAIN JUNCTION BOX �- - -1-1 �.;, ` -GZ - REMOVE AND REPLACE EXISTING I I STORM DRAIN [it I NEW STORM ,,DRAIN SYSTEM (RCP) I " t, IJ li I I ill I q L_t.l ,If . W I�, I [-- A005001 JE I SCOTT (ICL), 1(/) 1-1 TRACT 41, J ACRES 169.7 C WTEXAS A&M UNIVERSITY 1 SYSTEM (I Z I ITW 1 I-p 1d IIl I 11 IJ, I II I' ch I_UI I EX. 1 1�DERGROUND ECTRICAL ----I; UNDERGROUND EX. ABANDONED ' S.S. MANHOLE ELECTRIC EX. 12" 3n ` .._ �,, 3 FORCE MAIN _ f C - sn / - . _Nid-ZL - .`� .a c I. zti--- wj-zrL -wa z > ss-e - -►r�-zt�-w 1 ;, > ss-a > ss-e I �-z I 1. I � U--- If I Fl"ll If I I I I - _t 1 - .=..", #z. -1, JUNCTION pommomom SS-Zt I ss-zt mmammmm I mmmmmmmss-zt EX. S.S. ama"7 MANHOLE EX. 12" (PHI) SAN. SEWER VIE FOR B APR 2 5 201 Al JA I COLLEGE STATIO I ENGINEERING 11 Firm #F-1443 4/22/14 �P.... � F ...... �: 9s *: ...,r *:..............................i, VERONICA J.B. MORGAN ....................................... 77689 p,.� / STE�o. qW •• G SSTONAL S�0 t ' , _'_ Y I T\� .J = E< �..0 o `t 00 U W LLu r- Ov - �^ E o N0�� Z 0) 2) C o Z H F-- LU Q N E W ofW F- U) ti a� rn 06 I > 0 �- J - / � - J W U � O `J = U F-- G SHEET CONTENTS: UTILITIES PLAN PHASE 2 SHEET NO. C3.01 SCALE.- 1 "-20' I V t; 5' BUILDING r f SETBACK `` sa SEE MEP DRAWINGS I tfr... FOR CONTINUATION EX. SUDDENLINK OF 6" SAN SEWER PEDESTAL t �I I EX. ELEC. SERVICE (PH 1) -TYP f > I I PHASE I I SWITCH I'r fUrlit IX. FL=320.64 I - I N GEAR II EX. ,OEM... T r a. 12' WIDE I V ELEC. COND. B 0 U N DARY (PH 1) i U DERGROUND P.U.E. DUCT BANK - _ECTRICAL -..I it; � � � ,•, � � L UNDERGROUND S S MANHOLE ELECTRIC EX ABANDONED ~' ' , MA ELEC a b FOI _ - -- - - --�_�_ -„ - __- r- - 1 • 1 - s. ----`---------1----I t .v ` - 'iY-+z � Z t - `'-B +- - --- PIS-Zt - iii-Zt-Yti-Zt �•- .� Yt3 Zt ---Y+t�-Zl --- _--tN�-Zt --YL?-Zl rLi-Zl �H3'Zi I i vJ= i ZL - 'j STORM DRAIN ®� w I EX. S.S. I� VMT07: Emm"Mm 26' FIRE EX. 12" x (0 MANHOLE PH`I ( C� ss-zt \ SYSTEM (RCB) N ( ) LANE VARIABLE FORCE MAIN: S. Zt m-ZL �, ss-ZI ss-ZI ss-zt ) ._ EX. S.S. WIDTH �'_ _-- EX. 12" <<` 6.5'x6.5' d.. EX. 12" SAN. NEW ,' MANHOLE P•U-V-zt P. - SEWER LINE JUNCTION BOX I (PH 1) SAN. SEWER 6' • SIDEWALKF P.A.E. & P.U.E. EX. FIRE a w - - -.� STAIRSa..._, �.�� c ' _.I .�- (9673/291) HYDRANT "" CLEAN OUT N N _ (( T C=323.01 n 10' UTILITY i - / m" -T- FL=319.05 JUNCTION BOX ' EASEMENT p = I g= if (726/201) I ijw' t SEE MPE DRAWINGS FOR I CONTINUATION EX. PUBLIC I: 1 " AN. OF 4 SAN. � 8" S EXISTING I' SEWER SERVICE SEWER h ' KNIGHTS INN ah _ - t2- m = m '` I I 49.67 L.F. OF 4" PVC PARKING LOT 18 I (SDR26-ASTM D3034) II.:II CAD-1.04%SLOPE J STRUCTURAL ; t' - COLUMNS (r„ TYP I` BUILDING 18'"2'IA, I' OUTLINE a, IX. MANHOLE 4= _ (UNDERGROUND (' DETENTION NEW H4" SS.9FL=3i8.53 a SYSTEM It= EX. 8" FL= 315.43 I; I A005001 JE PROPERTY 9' I 91 = I W LINE I n ( SCOTT (ICL), .( I i ( TRACT 41, SANITATION i I I ACRES 169.7 I' I¢ i 1 ROOM SIDEWP�K I = I _ ' C. _ I TEXAS A&M �;R� � I;iQ UNIVERSITY L .r , I I" 9' I I SYSTEM �w i le I 10' UTILITY a I` s; ^1 EX. EASEMENT 'f' I; I 4 L R. J STRUCTURAL 'f �" `` ELEVATOR _• =6: TIE TO IX. I I COLUMNS $ 8" SANITARY TYP l 4" FL=320.83 SEWER 8 FL= 15.05 I G 6 " BUILDING c OUTLINE N , , SEE MPE 20.88 LF. OF 4 PVC !; DRAWINGS FOR _ (SDR26-ASTM D3034) INTERCEPT CONTINUA ® -1.04% SLOPE EX. KNIGHT { q' STRUCTURAL COLUMNS Y� OF 4" SAN. I SEWER SERVICE ELECTRICAL - (TYP) ( EX. 8" CONDUIT �r. - ' SAN. E I ( SEWER 10 UTILITY EASEMENT; I I (726/201) I 0 24' 18' II '`' I BUILDINGW I OUTLINE i 'co . 9' r. 55.30 LF OF 3" PVC PIPE t� (DR14-AWWA C-900) 0 II EX., 12" 1-12'X4' TAPPING SLEEVE SEE "MEP DRAWINGS FOR I W WATERLINE1-4' M.J. G.V. do BOX CONTINUATION OF 3' DOMESTIC II (PHASE 11.80 LF. OF 4" PVC PIPE WATERLINE INTO THE BUILDING 11) (DR14-AWWA C-900) TAIRS ' EX ITI N G PROVIDE 2' WATER METER _ _ F.s.R.R. _j 3 I KNIGHTS INN y� .6 SIDEWALK ' PARK G LOT ;I. 8-�� •. •:: b I • Ljj I I I 2-n45' M.J. BEND I ' I ( � alp s sll� 1111� '•. _ _ SEE MEP DRAWINGS FOR CONTINUAINTO THEn UNOF ILDING�E LINE v I 1-12"X6' TAPPING SLEEVE co m 1-6' M.J. G.V. & BOX -I sn I to (FIRE SUPPRESSION VALVE -SEE NOTE) 75.77 LF. OF 6' PVC PIPE A (DR14-AWWA C-900) ' ITRANSFORMER PAD II I WATERLINE (PHASE 1) I I f R15' IH I I I II €{f t t : i I t I IH r I R 15' N \\\ PROPERTY I EX. PUBLIC \`\ LINE I 8" SAN. \\\ I SEWER \\\ ( 20' UTILITY \\ ; EASEMENT I r N I € \\ I EX. -: R.O.W. - i N PROP. I . , R.O.W. \ LLk A \ z EX. PUBLIC 8" SAN. SEWER i o n° - $j( I I ) Ozf \vt ESEWER In �r. MANHOLE NIGHT IHIN PARK NG I EX. STORM (( DRAIN rT/DRIEWA (KNIGHTS INN) _ ) 7.5' R.O.W. DEDICATION -� SS $ IL � , Ss-8 eFob i ,ems i ' : SS-2 ( � 77 ° - 1 w �rlr { EX. 8" SAN. SEWER \ J: -------- N EX. 12" WATER LINE zt TM-zt 9 SIDEWALK EX. FIRE HYDRANT TEXAS AVENUE (100 R.O.W.) �1 I� 24"X24"X8" 28 DAY CONCRETE STRENGTH =2000 psi WITH #4 BAR AROUND 06 NOTE. 1, VALVE EXTENSION TO BE USED ONLY WHEN TOP OF GATE VALVE IS DEEPER THAN 5 FEET FROM FINISHED GRADE. , I' ALL VALVE BOX. 2. ALL VALVE OPERATING NUT iI _ • _•_ - J EXTENSIONS ARE TO BE MADE OF STEEL, SIZED AS NOTED, • p AND PAINTED WITH TWO (2) COATS OF METAL PAINT. - TRAFFIC RATED COPPERHEAD SNAKEPIT TEST STATION OR 3. EXTENSIONS SHALL BE A MINIMUM OF ONE (1) FOOT LONG. APPROVED EQUAL 4. VALVE BOX LIDS LOCATED ON VALVES TO ISOLATE FIRE SUPPRESSION LINES FROM PUBLIC TTEWA WATER LINES SHALL BE AMPro -A USA, LL562 LOCKABLE LID. TRAFFIC RATED COPPERHEAD -7 VALVE BOX PER SPECS WITH BOX SNAKEPIT TESTSTATION OR EXTENSION AS NEEDED APPROVED EQUAL 6. 2" SQUARE AW WA NUT EXTENSION WITH CENTERING COLLAR TERMINATE 4' TO S FROM TOP OF BOX. AWWA C900 STO. GATE VALVE PRESSURE PIPE W1 STAINLESS STEEL BOLTS ggee INSULATED IPPER TRACER RF PVC OR D.I. PIPE BLOCK AS DIRECTED. MIN. DIMENSION APPROX. EQUAL TO ONE BAG OF SACKRETE GATE VALVE & BOX Y, DATE BlCS UNIFIED DETAL NO. (,SIT 7 px GT�°FHcYnx AUG. 2012 STANDARD DETAIL W1-00 RAL BA LL AREA INCLUDES STRUCTURAL CK(FI DR VEWLL AYSPD PARKING AREAS AN SHALL�S, EXTEND T BEYOND THE CURB LIN�. STRUCTURAL BACKFILL SHALL BE CEMENT STABILIZED (SEE DETAIL W4-02-AREAS TO BE PAVED) MUOR EXCAVATED SOIL COMPACTED TO 98 %MAXIM DRY DENSITY S PER ASTM D698 WITHIN OPTIMUM TO +4 % WET OF OPTIMUM (SEE DETAIL W4-02 - NONSTRUCTURAL AREAS) ale .,/ /.7i/ -1 S. P Q-p.0 �Q\ `1c,(31 O I PAVEMENT AREAS 4�. • - s • s • • BIO SIDEWALK • 5' {I r STRUCTURAL BACKFILL AREA FOR WATER MAIN 1� -_ Is CITY OF i$YAi�' DATE 2012 DICS UNIFIED DETAl NO. L}ry CFCouFCD gi'Ano� ,,,� - , RYA STANDARD DETAIL W2-02 APPROVED 3" OR LARGER COMPOUND SPECIAL CONDITIONS METERS. VAULTS & MATERIALS 1. METER REGISTER SHALL BE NO DEEPER THAN 12INCHES APPROVED- SENSUS SRH (U. S. GALLONS) BELOW FINISHED GRADE. METERS 2. FLOOR OF VAULT WILL BE A MINIMUM OF 61NCHES FROM APPROVED- PARK DMC-SR BOTTOM OF ANY PIPING APPARATUS OR METER WITHIN VAULTS PRE -CAST CONCRETE THE VAULT. VAULT WI ADEQUATE ACCESS AND VAULT 3. REINFORCED CONCRETE VAULT BASE (FLOOR) SHALL BE DIMENSIONS FOR METER CONSTRUCTED USING A STANDARD FIVE SACK CONCRETE SELECTED MIX AND REINFORCING COMPRISED OF #3 REBAR ON 121NCH CENTERS WITH A MINIMUM BASE THICKNESS OF APPROVED- DUCTILE IRON PIPE WITH 6 INCHES. MATERIALS MECHANICAL JOINT. SET SCREW 4. SET SCREW RETAINER GLANDS SHALL BE INSTALLED AT WILL BE BASED ON ALL M.J BASE ONGLANDSLM.J.EACH FITTING ON MECHANICAL JOINT PIPE. FITTINGS. 5. VALVES SHALL MEET THE CITY SPECIFICATIONS FOR VALVES. ANY DEVIATIONS FROM THE ABOVE SPECIAL S. THERE SHALL BE NO PIPING UNDER THE FLOOR OF THE VAULT. CONDITIONS OR APPROVED METERS, VAULTS OR MATERIALS MUST BE SUBMITTED TO THE DIVISION MANAGER, WATER SERVICES 72 HOURS PRIOR TO ANTICIPATED DEVIATION. FLG. COUPLING ADAPTER WIFLG-SPOOL NRS FLG GA VALVE (TYP-2 GATE VALVE -2) MFG* PARK EQUIP. CO. MODEL: DMG-CS D 9") SENSUS C20MNI-__/ FLG TEE I TOUCH READ 1000 GALLON WI STRAINER PLAN VIEW MODEL SIZE Li W1 'H1 WEIGHT LBS DMC-053 3" 8'S" V-D" 4'-6" 12,000 DMC-CS4 4" 8'-8" 5'-0" 4'-V 12,000 DMC-CSB 6' 11'-0" S'-0' 4'-9' 12,000 CONCRETE LID WIGALVANIZED I SINGLE LEAF GALVANIZED STEEL HATCHWAY (H-20 RATED) DUCTILE IRON (TYP) i e GALVANIZED STEEL PIPE SUPPORT -- (nP) BED �GRAVEL 12" SQ SUMP WI CAST IRON GRATE AND OPTIONAL DRAIN FIYVA 77OAr VIFV' CITY OF COLLEGE STATION METER VAULT ASSEMBLY /�� 0 s CITs OF IDtYAN DA AUG. 2012 TE BlCS UNIFIED STANDARD DETAIL DETAL NO. 1 W5-00 ChTOFCOITFCI:SrA .% VALVE OPERA EXTENSION SQUARE SOCKET 2- DIA INSIDE 2114" DEPTH (i18' MIN WALL THICKNESS) : X Z- HIUH 3 NUT 71N TEEL CUT-OUT 1 GATE VALVE EXTENSION CITY OF BRY'ud DA AUG. 2012 Of= UNIFIED DETAL NO. C1W0FCmJFcr.STATToV ,srmu.r sA STANDARD DETAIL W1-01 e) SELECT MATERIAL VAER DEBE ryryyy NOTES: ROCKS LUMPS CLODS 0OMT" ISLAR�ERTHANS ROEE(20F 1' ALRa1STINGPAVEDAREASSEEDETA111 KS INCHES IN THEI,ARGESTDIMENSION)COMPACTEDTOA FOR OPEN CUTS7REE7S(DetuftST4-00, MINIMUM OF 90°/. OF MAXIMUM DENSITY AS DETERMINED BY ST4-01, ST4-04. THIS NOTE DOES NOT ASTM D698 (STANDARD) AT A MOISTURE CONTENT WITHIN APPLYTOSTREETSBEINGRECONSTRUCTED. OPTIMUM TO +4% OF OPTIMUM UNDER NON-STRUCTURAL AREAS YARDS PASTURES, EASEMENTS AND TO 2. EVERY 100 FEE7PROVIDEA WATER STOP MINIMU OF 98%OF MAXIMUM DENSITY AS DETERMINED BY BLOCKCOMPOSED OF CEMENT SAND OR ASTM D698 (STANDARD) AT A MOISTURE CONTENT WITHIN NA TNEMA TERIALDEPENDING ON OPTIMUMT +4% OF OPTIMUM UNDER NEW STREET AREAS EMBEDMENT. BLOCK SHALL BE 6 FEETIN AND STREETS TO BE RECONSTRUCTED. LENGTH. NO BEDDING SAND IN 7HISAREA. GRANULAR MATERIAL 3. ALL BEDDING & INSTALLATION OF PVC MATERIAL SHALL BE BANK RUN RIVER SAND WHICH IS FREE PIPE SHALL BE IN ACCORDANCE WITH OF DETRIMENTAL QUANTITIES OF CLAY, DEBRIS, OR ORGANIC ANSIIAWWA STANDARDS FOR PVC PIPE. MATERIAL AND WHICH, WHEN TESTED BY STANDARD 4. ALL BEDDING &INSTALLATION OF DUCTILE LABORATORY METHODS, MEET THE FOLLOWING REQUIREMENTS: IRON PIPE SHALL BE IN ACCORDANCE WITH MAXIMUM LIQUID LIMIT 45 ANSIIAWWA C15DIA21.50 MAXIMUM PLASTICITY INDEX 15 MAXIMUM PERCENT PASSING NO. 200 SIEVE 35 5. COMPACTION SHALL BE ATTAINED BY MINIMUM PERCENT PASSING 314"SIEVE 100 MECHANICAL TAMPING. THE MATERIAL SHALL BE FREE FLOWING AND WHEN WET, SHALL S. RELATIVE COMPACTION SHALL BE TESTED NOT ADHERE TO FORM A BALL WHEN PRESSED IN THE HAND. IN THE PRESENCE OF THE CITY ENGINEER. ® CEMENT STABILIZED SAND T. DUST RESULTING FROM THE CONTRACTOR'S PERFORMANCE OFTHE WORK, EITHER INSIDE OR OUTSIDE THE RIGHT_0 WAY, SHALL BE CONTROLLED BY THE CONTRACTOR S. ALL TRENCHES SHALL BE BACK FILLED AND TEMPORARY PAVING OR PLATING PLACED AT THE END OF EACH WORKING DAY. ORIGINAL GROUND OR BOTTOM OF SUB -GRADE OA SELECT MATERIAL -� 8"42- MAX. �- ©CEMENTSTABILIZED SAND 8'-12"MAX. ©(MALL CONSOLIDNUAYATE AT OPTIMUM 4- ::n: MOISTURE) UNDISTURBED SOIL 4" PIPE O.D. " -F PIPE PLACE METAL DETECTOR L 8 MIN.H2" MAX. TAPE AT A MINIMUM OF 24" O.O. ABOVE TOP OF PIPE NOlV-STRUCTURAL 8" MIN.112" MAX, ARF.AAS AREAS TO BE PA i'ED OR STREETS TO BF. RECONSTRUCTED BEDDING AND TRENCH FOR DI PIPE & PVC PIPE WITHIN NON-STRUCTURAL OR NEW PAVED AREAS DATE B/CS UNIFIED DETAIL ND arrnT CITY OF BRYAN AUG. 2012 STANDARD DETAIL W4-02 a.rs+.A.,aA,c NOTE USE POLYETHYLENE WRAP OR EQUAL BETWEEN CONCRETE & PLUG TO PREVENT CONCRETE FROM STICKING TO PLUG. C 7 E7MUSTBLOCK TEESCHEDULE ID in HRUS tops A R VOLUME C. . 4.6 8 5.1 1.5 10 t2 11.3 1.5 3.5 0.6 THRUST BLOCK NOTES: 1. ALL CALCULATIONS ARE BASED ON INTERNAL PRESSURE OF 200 psi FOR 24" AND SMALLER INNER DIAMETER PIPE. 2, ALL BEARING SURFACES OF THRUST BLOCKS SHALL BE PLACED AGAINST UNDISTURBED EARTH OR ROCK. 3. CONCRETE FOR BLOCKING SHALL BE 2000 psi. 4. DIMENSIONS MAY BE VARIED AS REQUIRED BY FIELD WHERE AND AS DIRECTED BY THE ENGINEER. THE VOLUME OF CONCRETE BLOCKING SHALL NOT BE LESS THAN SHOWN HERE. S. WATER MAIN SHALL NOT BE PRESSURIZED UNTIL ALL CONCRETE BLOCKING HAS REACHED 1500 psi. HORIZONTAL THRUST BLOCK SCHEDULE BEND SIZE A B C E G IVOLUME 6 8" 5.0 1.5 1.610.9 2.7 0.4 80• 0 1 6.5 2.5 1.5 1.2 4.0 1.0 6 B" 2.0 2.0 1.5 0.9 1.6 0.2 45" 0 1 3.5 2.5 1.5 1.2 2.2 0.6 6,8' 1.5 1.5 1.5 0.9 0.8 0.1 215" 0 12' 2.0 2.5 1.5 1.2 1.1 0.3 6 8" 1.0 CS 1.5 0.9 0.4 0.1 11.25" 0,1 1.5 1.5 1.5 1.2 0.6 0.1 THRUST BLOCK DETAILS POUR CONCRETE AGAINST CONCRETE SHALL UNDISTURBED EARTH EXTEND BEYONDJ PIPE T JOINT INNER < r o- Dla I I've C UDR O DIA. POURCONCRETE t4. OSo AGAINSTUNDISTURBED p\P• SFC770yX x EARTH PLAA' VIEYV TYPICAL HORIZONTAL THRUST BLOCK WCI•IY OF }$7YAN DA AUG. 2012 BlCS UNIFIED DETAIL NO. ChI rSrA'RO� ,y„{pA- STANDARD DETAIL W2-00 I lad x • TRAFFIC RATED COPPERHEAD * REFER TO TECHNICAL SECTION 'Jj 1) ; 0312 FOR TRACER WIRE SNAKEPISTA.TION IN5TALi.AT10N 4 OR i APPROVED EQUAL GROUND LEVEi C siq111111,01, 2. r Ma)L MIN. G IS 0 Z p TYPICAL UTILITY PIPE 30k -4 r` •TRACER WIRE MI M r''" C DIRECTLY ABOVI sr" 2 a � m laappa SOLIDR CCSPPE ` TRAFFIC RATED COPPERHEAD SNAKE IT TEST STATION OR � r� APPROVED EQUAL a r N Z TRAFFIC RATED COPPER14M SNAKEPIT TEST STATION OR APPROVED EQUAL , ,w METAL DETECTOR TAPE TRACER WIRE SHALL END AT A TEST STATION, TYPICAL UTILITY PIPE DEAD END- Dt�ppa >R aka lt�.FLll�1'¢l��lt� REVIEWED FOR COMPLIANCE APR 2 5 2014 COLLEGE STA711 ENGINEERING Designed by: VM, JM Drawn by: JUJ, JB Engineer of Record: VM Date Plotted: APRIL/22/2014 Issue for Pricing I Bidding: Issue for Permit Application: Issue for Construction Revisions: # DATE COMMENTS 1 03 25 014 / /2 „ ADDENDUM A" v z � JU J v / z CL J O O z z �0 - z N �Q(9 UWQ °COO zQU) F__ V Quo T � � � Q_jQ � O J - O li � O LL,I U 0 W IM OF- U C G O O U O WO z <� Firm #F-1443 4/22/14 O AllF TF9 . • /� .... VERONICA J.B. MORGAN ...................................... 77689 P, S T E�4o?�� V � z Q W < � E O �n V W z w > ti � : O -n V N O c� E H WW W I- Q t0 a N co 06 W LU U J Z W J E O U Tw U i SHEET CONTENTS: UTILITIES PLAN PHASE 2 SHEET NO. C3.02 PARTIAL SITE SCALE. • 1 "--20' - - - - - - 1 1 -, - - _ I - ' - - - ,___1/ I I , \ - ; ' ( p , ; ' i------------ I ' - i ; - - _ j ' L Scale i : I 1 inch = 30 feet _- ___ ---- HENSEL -DRIVE (PRIVATE) HENSEL DRIVE (PRIVATE) HENSEL DRIVE (PRIVATE) • `a ---- - ----- --- ---- __ -- -- - --- ----- --- •------------- ------ `--- ---- ---- - --- . _ �D-7 g _w ,< . � - :::, , , <... - • ., - _.-, ..-. .. e, , m _ Aa,.;�`- -, o It, ,.4 - r�' , u"-^a `,s:;-shaF" .`w;� %.m ..a � u F._� r0 �- ..., ..a ,. x ,. ._ ._ .. .. _ r of "3J ' Ad « ^Y w: �f+es «'t --4 .2 ^Ad . SJ 3Aci ..6 -A ___, i:3 yAJ 2° ®4 . - ,t.. • > ...., - , ...-, .. .. .. .. = m $J aAd «#' ^ s Sb a�Ad ! -tr .^, :2A,i t -^9 ' >� Mi4d b -a « D a «# -# s "t -t s3 aA Dan a a _ ----- - . - 8d `E;asnNc --- - . - - - - - - - - - SrORM � DR1UN - "_ w . v v ( LLT " r �, - -'-, < - s a I t$ �; .. .. .. - ->--- < 3 i- - a, . e x II , x £* L z•, 1 11 _ _ ... - k ., ��_ ,- �°,;,. CAPE , II _._...._._,.,_ . ,: - .. .___.___:__.:___% - y SD 6 STA 4+62.52 ,:• , �;' ' ' '_^' � ,. -.-> .� �` ` .. . ;., . _.- _ , _4 ,.'_ , ._, • FOR ONNECTIONPDETAILS O-1.00X SLOPE) IXLTNG . ,. >. ' II - e SD-6 STA 0+34.77 - - . DUPLEX II STD GRATE INLET - _ _ - PARKI " ..- .. - - - - - - x e _.. -_ F T/INLET 328 20 - 1 1, 1 Nc Lor „ M STD G RATE INL ET F.- 33 ss , _x - 3, ._ , - FF 3 2 75 7 _ _ . ,: 324.02 :FF 328;5 FF.3`3,3. - .. .. -: T/INL FLOUT) _ T INLET 334.50 / 24 F� - 330 56 FF' --< ,, . `> +au AREA DRAIN L(IN) FF 326.T5 .5 18 325 62 " . <' , �. SMALL AREA �.., ;: , - r R � %� , oasiwc DRAIN -�I�Dt Y -i - . . - �. � ..•, 18 FL IN -329-«.._.. _ , . , 07 _ � ( ) �. `. SEE LANDSCAPE ,: " - -m'� WPLex . .. SEE ..-. _ ;., .. ( 24 FL OUT 325.52 - .. I - a"F�. zz.o4 I I , BI.D 4 .( LANDSCAPE PLAN „ ,, . .. �' s _ 8 _ y, , ,x. _.. - - _ _ PLAi1) - SMALL ARFA DRAIN 2" 321.87 - _ TOP 33325 18 FL OUT 328.97 - ( ) :a _,: BLD - E. TOP-332.30 ? t (SEE LANDSCAPE Y.M' I I , ,..,, • __.- - SMALL AREA DRAIN • 8•FL=328.90 �! 1 1 1 Y SMALL AREA DRAIN , . _ _ `„ , (SEE LANDSCAPE PLAN)s , -.-, SD 6 STA 3+63.15 . , .. „ - .. _ , - ' SEE LANoscAPE+) _. , _, SMALL AREA DRAIN SMALL AREA DRAIN -n _ x _ - ,= SMALL AREA DRAIN TW-326.00 - `, � , ,, SMALL AREA DRAIN _ . _ .,z P SEE LANDSCAPE PLANS 3 TOP 333.25 STD GRA -- i ) it .. .,. . _3�1as <.' . _ TE INLET ,,<y _ i (SEE LANDSCAPE PLAN) I, SEE LANDSCAPE : -- (SEE LANDSCAPE f . -. , _. :, FF. Sa ¢. %J� : =--: _- e _ .. _ _ (SEE LANDSCAPE PLAN ' 12•FL=323.14 e-FL=329.31 - ( _ a_, < -.. 8"FL-3 TOP-330.00 ) , , TOP-333.00 46.76 LF OF 6 44.0 LF OF 6 PLAN , = TOP=32s.00 FOR CONNECTION DETAILS ' �'� PLAN) ) T/INLET 334.22 18.54 LF OF 12' 1' 12"FL=327.00 & 8 LL= 07 _ "FL=323.30 R 43.8 LF OF 12' I 12"FL-325.00 T INLET=326.56 PVC (ASTIR D 3034) ,PVC (ASTM D 3034) TOP=334,00 TOP-334.00 " _ PVC ASTM D 3034 J:' < / 8-F1=329.78 :. - ' O-1.OX SLOPE M O-1.OX SLOPE g . - 8•FL=337 25 ( ) -- - +�• 14.4 LF OF 8' PVC ASTM 0 3034 ,,-1 , , "FL 331.50 -3 sa <- SD-6 STA 2+90.30 FL(IN)-3 s'�=3z4ss° " ( ) � ' - "FL=329 03 8 18 26 61 o-S.00x SLOPE � ; , L2'FL=32a 7 Pvc (Asne D 3034) 18 FL(OUT)=322.01 0-1.00X SLOPE i _� p. STD GRATE INLET 24 FL(OUT)-326.11 0-1.00x SLOPE - 8-PVC 6- ------ I I -- _ PVC s �r�, a s 3 a .. ; .._ .. .: , F- 8"Fl_=326.88 y .. .___._... - ._._._._. _ _ r s r.. a a _. _ i,:... 8 =323.36- d ,_ .: _ _ _ _ _ _ _ _ _ _ _ . - - . _ 1 TIN LET=334.75 � -.. _ �= _ = e•FL=�25:0� s =3z5s2 . <'. '• . - - - - - _ t -$ - 21.3 LF. OF 12"FL 325.75 - « :w' c 1.... . .. t a / 1 1250 LF. OF 12' 1�.FL=323.19 - �E ,,, a SD 6 STA 7+38 67 .' - v. ,,.: _ fi :3 6.46 , _c s ...__._.t �- ,<-.. ,•. ..' , . < ...., PVC ASTM D 3034 - \ -PVC ASTM D 3034 D ... , t .. - . '. "a ( ) s,' 1 8 F I N - 4 FL - 2 ( ) SjAALL ARE/►" DRAIN C� _ - L( 327.36 1 . a.so LF. of 1i" 1z.5o LF. OF 12" and « `� `� _ ,,,= ..- ....�. �., ❑ _ _ , STD JU OX so --� _,.,- ." �, ,. o z4.zsR SLOPE S D � ; ' h ) h . _ `; 0 1.DDX SLDPE NCTION B a 1 ', , . , r ._ < w, - .,� j - - _ (SEE LANDSCAPE _ =,--" _ - .'�.•°®s %PVC (ASiM D 3034) PVC (ASTM D 3034 . 4.t1 LF. of a Pvc s1L=331.7g ), ' • - - = 18 FL OUT 327.26 _.-q - _ ) _ _ w. 1 ,. _.. _ __. - - .._____-_.„ , i 1 __ ( ) PLAN _ 10.0 LF OF 12• 8"FL-3%1.8(i , c - o II r'' : I .• i (ASTM D 3034 ,..,....� - ,,,�a _.�I r- .�' - , , "' ,: _ FL=325.75 i •iL 32, J ' ) T BOX 324 26 oO:G SLOPE SI OPE _ ............. -.^ ' - TOP-328.00 Pvc ASTM D 3034 a /„ l ! _ _._ __._ ''II _. _. 1 SLOPE 15.24 LF OF 12 -� I - ., o-1.oX € - E 15•FL=321_t$ 24 FL IN-320.45 - _., i I 12•FL-325.00 - I I .. ., O 1.007L SLOPE a pM II > E . , , t , _- • e .: __ .12 FL= I 1 .• PVC ASTTJ D 3034 . , I I ( ' I „ - - - - -- - i i � 1=, t'-----�_Mm_ --- ----- -_ ----� ---= 24 FLOUT-320.35 t = I = O-1.Ox SLOPE - 3.6 LF.yOF 8" PVC ( ) 12"FL 328.63 _- I 1 D-"`. _ _ N - II SiAALL AREA DRAIN 1 ,.� c. , 'r- .. to • . - _ _ - _ ` -.` , I . „.., _ - ,f` a. (ASTIR D 3034) ...,._,,.. l n 1 I I x7.9 LF. OF 12 ' i'' , 3 € I �% s `IN ,; . <_: -- , . < a a fi e332 04 - - _ I (SEE LANDSCAPE - F: , 8.5 LF. OF 12' 9 d ,, __ ... ,_... .„„ PVC ASTIR D 3034 i € I . - <. a &L-332,LCj / 26.17 LF OF 12" I I ( ) , 1 O 1.00x SLOPE , _ N $il=_325# II; PVC_:,. .ate-.� , , • --.-- , ".. --� PLAN) F ''s' 2S TJ� , (°SiM D 3034) a of r? ^- I, .1 II ;, r SMALL AREA DRNN _ a. PVC (ASTM D 3034) O-1.00X SLOPE *,- _ . - ...... _ ._ .. I .::. a7. ! " ..."._.".. S D 6 STA 1 + 1 9.1 4 --- TOP=332.79 - , 27.71 LF OF 15• , , . o-1.00x SLOPE i I ... 0 LF. OF 12 s I _ _ _ _ _ SEE LANDSCAP i \ a o-5.00X SLOPES ; EXISTING cl v` .. E PLAN y . < ( > _ -, _ s w F 4.7 I - �,.., _ _ Pv+c ASTM - - 2.4 LF OF 8' Pvc � e3 1 LF. OF 12 .-. F , .33 Jr 12'fL 328.37 ( D ) _ T� c _ - - e- DUPLEX « -PVC ASTM D 3034 ,.. STD GRATE IN - " : - - -`^ I n -. _.. ( ) - a LET - ----- _v_ . __ TOP 334 50 1 fL328.5 i : _ - - --....�� -- - I ° , .-.- :: 0-1.05 SLOPE _ - :: PVC (ASTM D 3034) A . - a O-27R SLOPE , ,- g; - - --- - (ASiLI D 3034) , - :a - n.. � .° ,- _ _ 12 FL-331.50 o-1.ox SLOP < _ _ T INLET 334.75 z Fl 3283T _ i' ia.00 LF of 1s' 2755 LF OF 1 " _: --^ 0-1.00z sLOPE axnu E ^ . / 6.79 LF OF 12- I 'I I .<- - = . ` :_;, . 11 I' .: PVC ASTIR D 3034 a SMALL AREA DRAIN 3.6 LF OF 8" PVC 5... « s . _ " 1. I ;PVC (ASTM D 3034) �r -.�x4, R - I // _ PVC ASTM D 3034 ( ) a v,.,, 1.:..: O�f 1' 21.3 LF OF 8" 18 FL IN-328.48 `` . : ;_ ' ( ) I _ SEE LANDSCAPE PLAN ? -' - ( ) . _ - � _ SM�1L AREA DRAIN / a SLOPE O-1.00X SLOPE - ( ) (ASTM D 3034) I ' FF a�,.�'t %J ' ' ,. VC (AST X SLO 3v 1': ] X , �- t _.._ - _ € . - - PVC ASTM D 3034 = - 70P--326.25 ' ,l>s ` ( ) = `. I 1 4� i / o-t.00z sLAPE , _ 18 FL OUT 328.38 : _. ". 15.6 LF of 6 (SEE LANDSCAPE / r d _ ;_-_R t _ E 8"FL 331,8, O-1.O% SLOPE ( ) I € . , _ PVC (ASTM D 34) a�a %.Ti - PLAN) $ �'24. = 12 2350 30 - i -s 18.5 LF. OF 12" / ... - "5 .... 8 I-3. -3 _ . O-1.00X SLOPE TOP-330.57 +� ' fL=3F4. PVC AST1A D cj. LI FF c32� �5 - ,1 "r • I _ .. - I !, 12 3034) :. . , __. 418„ µ . 6"FL-328.07 // 3 4.53 0-1.00% SLOPE r IXlsnNc ST 0+ 11.71 » . - _. _ . - _ 1 z"FL-3 s / f _ _ _-:,, _ _., -. - -� .,.-- _ . 8FL 328.70 € 6O3 MALL AREA DRAW ' _ .- 12' �3 3.45 .. I SD 6 STA 7+83.04 2 32H.2 - . : -_ 23 4.38 n 21 3 LF. OF <, . I WPLEx I' , _ FL=326. 78 F-323. 6 15=3 3.32 ` _ ->-._-----: - LANDSCAPE i 3.6 LF OF 8• PVC PARKING LOT , SEE LANDSCAPE PLANS , . - - (SEE // < Pvc x a. _ _ T UNCTION BOX ASTM D 3034 <, - ` 1 s ( ) _ r «_ 2"FL�328., _ ,2"FL 323. a= - - i' ___ _ ___ _, I27F 32 30 PLAN) 8"F1=323:$3€ ASTM D 3034 „ n s':. t' ( ) _ __ , __ •,.... FOR C N ,.oR SLOPE 0 NECTION DETAILS .., ; . _ _ _ - :,. ', ,2"F1r 326 13 »_[_w_" __» - -323. - , a _ n_. < <,. _ _ r..._.._ ss o t.oax SLOPE T BOX-324.16 _. z - TOP-330.25 t2"tl _ _ _ r .. 8"FL 324.83 8 =3 4. / : " _ } - - I TIN _ r - _. LET 334.50 - - INSTALL 18 xt8 " , / -. _ _ . . 2 24" FL _._ D II ,2 7 = JUNCTION LiOX _ i i , ..I. _ _ - s I 4 w 18 FL OUT 9 ., 1 - _ - _ ro 32 .20 I 8"FL 328.46 ;r., - - - ( ) ... $'Ft 3sa:� 2 x3 FL - 12 FL IN-328.00 - �..... L IN) 319 97 E t. �- OUT 319 87 I ( ) s , : _ „ _ . - ;- �i 12•FL Oln 327.90 -- - - / SD I 6 STA 6+67 3 y .. .. .., ... .s s-.s - , .. �< Nzn , I 8"FL 326 44 . ._. >. 8 _ .. >., .. ,. , , yZ < r«x r , i _ _ t . _ rai •^'` STD GRATE INLET i� � , I ec�w� q.; _x_ _ < _ « ,_� .,rm, T INLET 3 26 63 _ - r __ _ -. .� SD 6 STA 4+87.5 ,�t x 2` z-r=z < SD 6 STA 5% -... -,_ 1 +77.43 r� z s- -s•g-- _R ., z s Xh t7S .r.i.,Z..+r„w, -£ ,.h �. S! 7,...di"• .- 2T 5"SC i-:.•• =� ..--.,. _ _ c �` zn ..y""- `^..•c^.- - MALL AREA DRAIN - 7"".,._.....-zgA;`u'a-,w• ..Jd i'-�'J- x b STD GRA TE IN 18 F IN " LET L 321.7 d r - 8 «. - t -� . _ ,_. >< ._.,- _. _saw _ ._.a_� _ _ ___ _' II --a �."' :�,.. >�a�,."„�- ... -� . __ _ _ _ .,...-. "_ z .:.. - . _ . : _ � r. SEE LANDSCAPE - - __ _ >r_ «...< " .> .-.:. B.r .. ,. ,- < a v➢ <+ _.. x . ... ,..y ..,e .... _ A . _< a ... .......... ..... • - «._. ..w_«»...,. .,." «.Au..H, ____.._...>® ,..... w.< F"« "d „,.i, t- 'ry • h , _ _ ..... ,., ,..-. w.'♦;_.vb?._aa.< .=w•..,.. .wSai'. JE ::ef.m-• w ..... ��:��_ _ STD GRATE INLET -___ - -- --__ �_. ,� :max �...« .._..•._..�._. �..., .._:._ °^..� � sUs_ i T/INLET-33 -- ' _ - _.,.., ____ aDa- �`Z sob- r. so6� s®6-..# aD6-„v # 0.62 =s , _ PLAN) 24 FL(IN)-321.28 41, -,. ... T-,� cw =.,� -.x*- - - - - - - - - - - - - - .,* 0 ,�s rw - ry - T/INLET-328.25 TOP-32s.57 _ '� _ 1 _,,�-,"-,-«, ,,-_ "-,, ,�„�. -._,,- ,,,-,"-„-,.- ,,,-.-,-„_ 24" FL(IN)=325.28 _ -V 24" FL OUT , s5 _ Ss� _ `� r - � \ _ , , - � - fit,: 18" FL(IN)=323.78 - 15"FL=32332 - ® e off,.,., ss-i - - -- _- ,s -y _ L«1 _ L t 11 1 / � � � ! 5,� 5�� _ ae� t! a � , d T)-3 _.... 4� _ , - �` I SS_ 1 24" FL(OU ( ) 321 08 [, 24 08 24" FL(IN) 323 28 i •- ,_ vas-zi. lm-zt L • 1- /� -z fi t 24" FLOUT) 322 07 SD-6 STA ' i : : «. - - - - - - - - - - a -a-zL �m-zL-zL - - - 8+29.11= , ,x "-.4.z-' is 3A =. N -ZL IM-Zi .' - I, muuuw, I -°in - - - - • -r - _ . - - �r1- - - - - - • - - -i,r - - = I / - y - - - - - SD-7 11 +00.00 - �0- - - - - - -an- STD 10' - -t= - - - - _ -:.,., `/ I �, '� _ a . - - sa Aa ..> - �a arI ,.;..T - y . e y 3n r - - - - - - - - - - - - - RECESSED A f . - - I - - q - - - - - - - - �\ `p CURB INLET 1 __ ----- - - '- _ • _ , - II - .' --__ i i *4 - - - - 2�13 FL(N)3319.47 --- LO --- - = o = n , , 1 i ? 30" FL(OUT)=319.47 - -- - - - - , = t , F a - /r _ - -� 1 I I - - - ;'o A _.� _ _�� I al III , - a ,I �, ; w _..... , 1 , '' , . aV-• - :'1y E I 4 ,, - "i EXISTING ,`, I I I I I , _ F -3Ad--6 - , , L , f�------- 'y - y ., KNKAiTS INN - , ..�-� -� HANPT'ON wN o i' EXISTING FOUR V., i DO NG 4=,' PARKING LOT " ' I I-Ii ,I = tt-� < Y""�•»�8 • ' - , i, ' PARKING LOT PLIX PARKNG LOT PLIX PARKI _ # `, 1 - ' „ , , P N MN. { ! NG LOT EXISTING FOUR ` :-t� , t 1 L07 i t , , n ` PLIX PARKING LOT - DDSTING i N ; I I I `' - Q ,� , s� ! { s KNIGHTS INN I I� I I I I I,, J V -� - , `' ' f�" 3 - - t - - , PARKING LOT 'I 1 I `. , p , ''� f 3 I !I I1' I I �I a - , .. ---- - - - - - - - - € I i , E - .d_ ,,,�,-:.,, ,,:. Y --, i , I 1 - - _' .. 1 I ,7 i ,__ _ - _ _ _ _ _ j _ '`I m I I m I c , - _ , n I ; - ' - ,�`� a'tb- aw_ I _ _ _ i _ o { �� , -___"^_,^a I _---------11 I I I I t __ j : 1 _ _ _ - "� I k ... OAd- Ad-$ .._.- I, 5 I j = -" �w 1 � F II �I-N I°fi 111I1 i .. _ , �� I (I f? �',, I , - - - IWI W ' ...... r _ . - -: _ r^ I , _ 34C 33E 334 332 330 C 326 324 322 320 318 316 314 312 3 i_ 9 2 EE a N 7 iL I 1 0 ,n O N a CIl a n N N ..__.................................................._..........._. PRIVATE STOR M I INFRAESTRUCTURE ! PRI ATE STORM INFRAESTRUCTURE ....................... .......................I.....----.... ---...--.-----------.. i : j..- ' I ! ! : i : i , : : i SD-6 STA 4+87.52 ! SD-6 STA 4+62.52 FINAL GRADES FINAL GRADES STD GRATE INLET STD GRATE INLET I SD-6 STA 5+77.43 i i T/INLET=330.56 T/INLET=330.62 STD GRATE INLET 24" FL(IN)=325.62 24" FL(IN)=325.28 T/INLET=328.25 SD-6 STA 6+67.35 --_ -' ! 24" FL(OUT)=325.52 24" FL(OUT)=324.08 ! 18' FL IN =323.78 ( )- STD GRATE INLET SD-6 STA 7+83.04 -- i ! FINAL GRAPES 24" FL(IN)=323.28 T/INLET=326.63 STD JUNCTION BOX i EXISTING 1 �_ 24" FL(OUT)=322.07 18 FL(IN)=321.78 T/BOX=324.16 GRADES EXISTING ao 24" FL(IN)=321.28 ! 24" 24" FL(OUT)=321.08 ' �FL(IN)=319.97 2 x3 FL(OUT)=319.87 i 0) O i +d- FINAL' GRADES ! �- 21.31 LF of I ' V) II 11 j I 1 PVC ® -asoo� 82.38 LF of 18" PVC ® 0.600% i `� L` 4 -- SD-6 STD STA 7+38.67 JUNCTION BOX , 169.15 LF "PVC i ' FINAL GRADES T/BOX=324.26 SD-6 STA 8+29.11 of 1 . C�-0.600% EXISTING 24" FL(IN)=320.45 STD 10 RECESSED GRADES 24" FL(OUT)=320.35 CURB INLET of 18" PVC ®-p;g28% -- T/INLET=323.37 2'x3' FL(IN)=319.47 97.11 LF f 24" PVC (� -0•50Qq 23.50i LF of �- \ FINAL GRADES 30" FL(OUT)=319.47 SD-6 STA 1+19.14 24" PVC ® EXISTING SD-6 STA 0+11.71 STD GRATE INLET : ! " GRADES SEE LANDSCAPE PLANS T/INLET=334.75 FOR CONNECTION DETAILS 18" FL(IN)=328.48 I i ! 88.42 LF of 3 " _ T/INLET=334.50 ! 18" FL(OUT)=328.38 ;24 PVC @ = 0•90 09' 18 FL(OUT)=329.20 SD-6 STA 3+63.15 -- /� SD-6 STA 2+90.30 STD GRATE INLET STD GRATE INLET T/INLET=334.75 T/INLET=334.22 j I EXISTING SD-6 STA 0+34.77 STD GRATE INLET ! - 18" FL(IN)-327.36 18" FL(IN)=326.61 ; 88.4� LF of 2 " 4 PVC ---- ,� GRADES ` T/INLET=334.50 18" FL(OUT)=327.26 24" FL(OUT)=326.11 ®-0.90b% 18" FL(IN)=329.07 i 69.82 LF of 24" 18" FL(OUT)=328.97 PVC -0.900% 42.54 LF of 24" i PVC g-0.900% 44.23 of 3x2 I RCB 0 -0.900% i ! i EX ST 12" SS F RCE MAIN SD-6 TO =319.35 (SURVEYED.) 18" & 24 n PVC PIPE (ASTM F1488) : I i ' 3'X2' RCB (ASTM C 1577) I i j SEE DETAIL SHEET FOR EMBEDMENT f ! i To of Ducts=317. P 0 : PROP ELECTRiCAL- - --- i - ! P I : BANK ' ! T/BANK=317.00 II N N i O ^ T� 00 DO a0 Cf i (C (O a0 ! '- M N N O� DO M Q1 a0 DO 00 00 O 1C) In j 1� • NNE pJ U) N I'7 CA tb N N f7 i 00 00 DD N N N! P•) i n N N N N N N N N N N N : M N M N ' .- O O O O) O II II II : M M II II II : 1'7 M t7 r'7 17 M M M N] h7 I'M j M N N f`0 M N M : N N M M N M N N P7 M I ! M M e-- J L� J J L� L� .J J J lL l� LL ; I II : J L� ! III J LL Li 111 i I� J LL LL III J III L� li J LL_ IJ ti_ II i it it II II II II II II II ! i II II II Li LJi LJL i LJi LJi Lei i1 LJi _ O q� O In� �� to I,� Ln Ln �� r-r, �r, �Ln nr7 t'-) n r7,') r) f7 nro f'i � Inn I') M oo M M N� M n NN N CV M r� v-t-vv I +UU ,Z+UU .S+00 4+00 5+00 6+00 7+00 8+00 CONTRACTOR SHALL PROVIDE 2 WEEKS NOTICE PRIOR TO PERFORMING ANY WORK ON TAMU PROPERTY. NOTICE SHALL BE GIVEN TO: MONICA HARTMAN 979-845-7378 MIKAEL OLSEN 979-458-0417 NATHAN JONES 979-862-4606 J40 338 336 334 332 330 328 326 324 322 320 r: 316 314 312 REVIE Eti FOR APR 2 5 2014 COLLEGE -�, TIel) ENGINEERING Designed by: VM, JM Drawn by: JUJ, JB Engineer of Record: VM Date Plotted: APRIL/22/2014 Issue for Pricing / Bidding: Issue for Permit Application: Issue for Construction Revisions: # DATE COMMENTS 1 03/25/2014 ADDENDUM "A" v JU Z X �_ wI U) - F- � � J^J Z v / ZZ O O O Z - �1=a �NI- o�(D UWQ ago �� WW2 ZQ� Qw0 - T � Ur J Q 0 1..1- V JCUJ TCL W °W_ i U � o oo� O O (� � o Z - Firm #F-1443 4/22/14 �P�� OF TF+ .9 ... • •. J' VERONICA J.B. MORGAN .................................... �;-�� 77689 Q : i SS�ONAL ENG n" � z Q �""�„� w cow ;_ o W z > ti � Co C �/ L.L o0 � V o Z 0 M " C-0 O = 3- I_ w H Q coo N 2 G W CO w � U)� I- rn r 2 w H J , � w - U O = U C� G SHEET CONTENTS: Storm Drain SD-6 PH2 .,: 3 ..,x -.. . SHEET NO. C4.01 W Q b� a: SD-7 STA 14+26.62- STD JUNCTION BOX ; __ - ------ T/BOX=319.47 36" FL(IN)=309.07 _ 36" FL(OUT)=309.06 c - - - _ - ---- -------------------- -- S�-7 SD-7 STA 17+10.13 - - - FLARED HEADWALL p - FOR 36" RCP - so, .,� 6O aA l .,` -v sa O,�'. - 8d I - 36" FL= 308_34 ; -Lz A Lam_ - I I' SD-7 STA 14+54.53 ^-_=-�-- X-` 4 - `. 13.7 LF. OF 8' 3552339 0 I I 10' Curb Inlet `- _------�- _ i. ) Y= 1,0215155 41 I I TI=319.71 - PVC (ASTM D 3034 - - - 0-1.00% SLOPE «l I I 36" FL(IN)=308.99 a'tt=32? 1a f g I° I 36" FL OUT=308.98 ; ' ! ( ) U. AREA rvDRAIN i 8"F'I. 22.04- 12" 321.87 E PLAN)cAPE 3552137.51. - - - T)P-326.00 _ z' I I Y= 110215365:3 _ - 2 - - - - t*FL-323.14 - - 323.5Ti I 43.8 LF. 12' --- -- --- PVC (ASTM D 3034) I I - _ _ _ 0-1.00% SLOPE ' _ ; I I - - EL=323.36 - - ,FL=323.19 tid l I I SD-7 (ASTM II _ 12.5` LF. OF 12) v- I ♦�_ Sa ona ..+'1 ` 1 r , _ _ , ; - ` , , �0-1.00% SLOPE v'" 2 FL 3321. 3 - - - -- - - --- , I I I 3.6 LF. OF 8" (ASTM 8.5 LF. OF 12• ( (ASTM D 3034) ( PVC (ASTM D 3034) i -1£00% 071.00% SLOPE ` a , � 2.4 LF. OF 8" PVC ��' � (ASTM D 3034) ' 0-1.00% SLOPE SMALL AREA DRAIN 3.6 LF. OF 8' PVC (SEE LANDSCAPE PLAN) (ASTM D 3034) • I 'I - - - - - - - - TOP 326 25 0-1 OOX SLOPEIF Scale: �� 12"FL 323.50 g N I I _ 1 inch `= 30 feet N{ 15'FL 3.32 3.6 LF. OF 8• PVC pp c( 8•FL 323 $3 (AST.0 D S034) D _ 12•rT323 ss o t.00% SLOPE X= 3552474.31 s"FL=323•76 ) 1° Y= 10215270.95 F NZA 21'-0" 2A, ..Sit' 1REA DRAIN r1�E _ " �w 6 ANDSCAPE - .a W _ _ _..- 3 __ i _ _ __-__ ._,____ •- .. �: ring and cover LAN) C I I ti (Vulcan No.v1342, •326.57 € or approved .323.32 �,- equal) I _ \_iL SEE "SPF�C L DETENTION �, SD-8 STA 18+64.i 3 ss-zL ss-ZL' >�L I STD 10' RECESSED 30' RCP 0 30' RCP \ \ , HEADER AIL FOR DETAILS CURB INLET O - - - - - IAI T/INLET=321.45 - - - - - - - - - - -n - _ - - 18" FL(OUT)=316.45 V-NOTCH WEIR, i INTEGRAL TO BOX U L 1j EL=320.00 2"I 48" h 2' 41 8" h 2" 48 24. 6. 30" 12.2 LF. OF 8' PVC I - dad nd 18" (ASTM D 3034) 8'FL=3 8.9 ] I I SD-7 STA 12+17.93= stun r o n{ o� ie 0-1.00% SLOPE SD-8 STA 18+40.00 ' _ - 154pe col-o S -8 STD JUNCTION BOX tJo 00. or SD-7 STA 1 1+10.67 s•FL-FL.s -•--- f �' T/BOX=321.45 - 00Or jroT1 � io•) 12•FL=3 8.6 STD JUNCTION BOX ! I, I I 36 LF. OF 12! PVC 18" = 16.24 Cos{ a (- T/BOX=321.47 I (ASTM D 3034) FL IN-312.83 From 8•R=31 .84 0-1.00% SLOPE a`` 8 EL=314.75 30" FL(IN)=315.14 12•FL=3 8.7 I 1 I 1 36" FL(OUT)=309.58 36" FL(OUT)=309.58 - 36" ¢ I -A l V NOTCH DETAIL III I1lI ''"� �� - NOTE: IN THE CASE WHERE PERMISSION FROM 41s LF. of 8• PVC ( I 1 I • 0) TAMU CANNOT BE REACHED FOR THE STORM SEWER ` (ASTM D 3034) 0-1.00% SLOPE I e--I-� TIE & MODIFICATIONS, A SUBMERSIBLE PUMP WILL Y I Ct3r', BE CONSTRUCTED TO DISCHARGE PREDEVELOPED 21'�p• y1 _- FLOWS INTO AN INLET & ALLOWED TO DISCHARGE1c fi oc•B p� THROUGH THE INLET THROAT INTO THE STREET. a A - - - 8"FL=3 9.36 I m II I I,' ' TOp oklN� ors --t - loll©i T s"FL= 18.58 • 3-4t5 145VF 'Wp`� S 8'Ft=31 .a4 EACH, ®0.5 20.5 LF. OF 8• PVC (ASTM D 3034) I t ' I 12 OUS, 0-1.007. SLOPE I r� 18•FL=318.42 15.6 LF. OF 8• PVC 15� ® {ind • 8 -3 9.2 I 8•FL--318.83 I { I I I . L (ASTM D 3034) �N goo (0 09) 0-1.00% SLOPE F FOO 12R= ia° (�' I 1a• 6 0.616 and v o 1NoI g 43.7 LF. OF 12 PVC m'n 1 m ♦ (ASTM D 3034) I z H I I I - 0 1.00% SLOPE9.44 �-I-C7 o l dII I ' 1i• COhtr - ' I 0'T CDN� T(WUCT � -51T o eo��o, 161 ° I I 1 I F pe nL Pam i 40.( LF. OF 8• PVC 48" FL=3i7.49 f P�.r� 18 ({ ASTM D 3034 I I 0-1.00% SLOPE 317.3 ¢8" FL= 17.19 I t Sv G J� �T ►-`�v � � �'" - - II I � ; II 8"FL=3 9.8 I 1 ' Q�i �� lf ,l 1` V-NOTCH WEIR, E II h f I I _• � INTEGRAL TO BOX r ��rU I - _ ' Note: All Rebar shall have a U'2"°q II 71 - Clear Cover except the base which J°iq IE ,.. - • " shall have a 3" Clear Cover { SPECIAL DETENTION HEADER nIJ 330 328 326 324 322 320 318 316 314 312 310 308 306 304 NORMAL rCURB LINE WHEN TRAVERSESLOPE -J RECESSEDINLET GENERAL NOTES: 3'-0" 6" GUTTER I. 4' 1. BASE THICKNESS AND FOUNDATION 3- _ _- - SHALL BE AS FOLLOWS: INLET DEPTH (FT.) BASE " 24,� "OURODRFARDQ MWE THICKNESS DEPRESSED � 0-12----------- 8- GUTTER SLOPE '' .' _ 12 AND OVER --------- 12- I , .- 2. DEPTHS GREATEROF REINFORCING FORCIL , REQUIRE 2 MATS OF REINFORCWG •�S. _- STEEL IN THE BASE. THROATDF,TAff, SEC77ONAA 5•-0•�I O.D.+V-O' 6"TYP. I MIN. 5--0•- EXTENSION I -) 6•TVP. 10'-0" rr- 1TRADIUS L�----- 6� `13' RADIUS'S � / - . � 2'-0" .; %: i. . , . • •, - . � / .� '�/'�',`/•i 'j// ORMALFACEOFOUR6 WARP PAVEMENT SURFACE TO THROAT OF INLET SEED4-01 SEE DI-05 PLAN VIEW A4 BARS 6-O.C.E.W. A STD. CAST IRON MANHOLE COVER TOP OF CURB 7 0P P0PSLA$.-, ND FRAME NORMAL GUTTER LINE 94 BARS 12" O.C.E.W. L' - rl )` _ DEPRESSED GUTTER 1'-3" , jt.!`!�AR'S SIB ALLS&BOTTOM EXTENSION _� LINE - TYP. 12- OBOTT . INVERT SHAPING SIDEWALLS &BOTTOM CONCRETE FILL SLAB (SEE NOTES 1 & 2) _ ELEVATTON 77 6" J' SFC770NB-B 28-DAY CONCRETE STRENGTH -30OD pal SINGLE RECESSED CURB INLET & CURB INLET W/EXTENSION DATE Cm of13RraN AUG.012 B/CS UNIFIED STANDARD DETAIL D1-00 CM01'COUEMSTAnON 314- I 3116" 7116-I}� (21314'DIA HOLES FOR RE -ROD z" i, 21' _I 5' 24" (2) W4" VIEWA A CRONS,SF.CTION 1/2' FLAT FACED GOTHIC w/APPROPRIATE CITY TITLE 7 ITY OF BRYAN DON'T POLLUTE DRAINS TO A NO BASURA RIVERS A LARGE MOUTH BASS LOGO 314" FLAT FACED GOTHIC (2) PLACES CITY OF COLLEGE STATION ON'T A NO BASURA , DRAINS RIVERSO A t 11 112" FLAT FACED GOTHIC WIAPPROPRIATE CITY TITLE BASS LOGO PLATE ® HcvAN DAT72 8/CS UNIFIED DETAL Qi oFCo=ES=ElN AUG.. STANDARD DETAIL D1-05 _____ ___________ ' ❑❑❑❑❑❑ I A I ❑❑❑❑❑❑ I ❑❑❑❑❑❑, ----------= ❑❑_o_❑_ ❑❑ ___________ ' GRATE SHALL BE BICYCLE PROOF. PEDESTRIAN GRATES SHALL BE INSTALLED IN SIDEWALK AREA. PLAN #4 BARS 12.O.C.E.W. A4 SARS 6.O.C.E.W. SIDE WALLS TOP SLAB -J-6"TOP SLAB 7 O.D. I - � +6"MIN. - 1 1 6" BOTTOM SLAB •-" 6" SIDE WALLS A4 BARS 8" O.C.EW. BOTTOM SLAB (SEE NOTES 1 & 2) S=TONA A GENERAL NOTES: 1. BASE THICKNESS AND FOUNDATION SHALL SEAS FOLLOWS: INLET DEPTH (FT.) BASE q" UREDF(OMFLOWLINE THICKNESS TD FINFL-) 28-DAY CONCRETE STRENGTH-3000 psi 0-12-------------- e" 12 AND OVER -----__ _ __-12- 2 DEPTHS GREATER THAN 12' WILL REQUIRE 2 MATS OF REINFORCING STEEL IN THE BASE. SINGLE GRATE INLET r �1YAh' DATE AUG. 2012 B/CS UNIFIED DETNL N0. ChTDFC011EGESTATION „G7>�,oF STANDARD DETAIL D7-01 ELEV AS SHOWN ON THE PLANS b' I I I B' A3 "U" BARS 9' 1 PER BLOCK DISSIPATOR BLOCK LOCA 770N DISSIPATOR BLOCK 04 BARS 12"O.C.E.W. WALLS, BOTTOM SLAB, & TOE MINIMUM DISTANCE BETWEEN C r , TWO PIPES 18" TO 36'- 12" APART P-'------ 4S-OR LARGER -18"APART ' y 30" 1 e" p A• PROVIDE RIP -RAP ROCK O 12" 6 I PLAN (MIN. 20 LB. PIECES) 1 -6" �- APRON SLOPE TO MATCH RECEIVING [J21 FLOWLINE SLOPE VARIES 28-DAY CONCRETE STRENGTH - 3000 psl SEMONA A TYPICAL CONCRETE HEADWALL & ENDWALL WITH WINGS Crry of BRYAN DATAUG. 2012 B/CS UNIFIED DETAw No. CITY Or COUE= STATION ,M.raL sew' STANDARD DETAIL D3-00 CONTRACTOR SHALL PROVIDE 2 WEEKS NOTICE PRIOR TO PERFORMING ANY WORK ON TAMU PROPERTY. NOTICE SHALL BE GIVEN TO: MONICA HARTMAN 979-845-7378 MIKAEL OLSEN 979-458-0417 NATHAN JONES 979-862-4606 330 330 328 328 326 326 324 324 322 322 320 320 318 318 316 316 314 314 312 312 310 310 308 308 306 306 304 304 1 +00 12+00 13+00 14+00 15+00 1 6+00 17+00 18+00 _ SD-8 18" RCP (ASTM C76 Class lll) SEE DETAIL SHEET FOR EMBEDMENT 330 328 326 324 322 320 318 316 28-DAY CONCRETE STRENGTH = 3000 psi O A A FLOW MAIN ' + LINE O.D. + 6" STD. CAST IRON MANHOLE MIN. 3' REVERSIBLE/INVERTED SQUARE COVER AND FRAME (30" DIA.) PLAN O.D. + 6" MIN. REVERSIBLE/INVERTED TOP FLANGE #4 BARS, 12" O.C.E.W. 6" TOP SLAB SIDE WALLS t-8" 3" MIN. EACH SIDE " SIDE BOTTOM WALLS SLAB 7#4 SECTIONA A BARS, 8" O.C.E.W. BOTTOM SLAB (SEE NOTES 1 & 2) #4 BARS, GENERAL NOTES: 6" O.C.E.W. 1. BASE THICKNESS AND FOUNDATION r a =_* TOP SLAB SHALL BE AS FOLLOWS: INLET DEPTH (FT) BASE (MEASURED FROM FLO INE THICKNESS u TOFINALGRADE) 0-128:: 4-#4 BARS, 45° ................................ 12 AND OVER ...................... 12" • s MH AM UNDER�1.!]1 2. DEPTHS GREATER THAN 12' WILL REQUIRE nT � rT 1 v 2 MATS OF REINFORCING STEEL IN THE BASE STORM SEWER JUNCTION BOX STRUCTURAL BACK((FRl AREA INCLUDES DRIVEWAYS,ANALL PAVED DPARKING AREAS{TAN REETSSHALLEYS, EXTEND 5' BEYOND THE CURB LINE STRUCTURAL BACKFILL SHALL BE CEMENT STABILIZED (OPTION NO. 21N W4-02) OR EXCAVATED SOIL COMPACTED . 98% MAXIMUM DRY DENSITY AS PER ASTM 0698 WITHIN OPTIMUM TO +4% WET OF OPTIMUM (OPTION NO.1 IN W4-02) B/C y V� PO PQ PAVEMENT AREAS �0q" Brc . X SIDEWALK - 5' STRUCTURAL BACKFILL AREA FOR DRAINAGE PIPE A., �TAUG. DETMA tmof � nr-uf,r sorr 2012 BlCS UNIFIED STANDARD DETAIL No. D3-02 cmo ESCAnON ORIGINAL GROUND OR BOTTOM OF SUB -GRADE .• .OB, O.O•p '. • o •• • •o-' ' •' • SELECT MATERIAL Mi:•o ;�o•ri.oB.O•o• MATERIAL EXCAVATED FROM THE DITCH, • �: •p., .`. • ((WWHICH IS FREE OF ROCKS, LUMPS,CLODS, •'o; •. •B.o•d'•' o bRDEBRIS LARGER THAN TINED 21NCHES 2"MIN. IN THE LARGEST DIMENSION), COINPACTED TO A MINIMUM OF 90%OF MAXIMUM DENSITY AS DETERMINED BYASTM D6981STANDARD) AT A MOISTURE CONTENT WITH N OPTIMUM TO+4%OF OPTIMUM UNDER NONSTRUCTURAL AREAS (ie...YARDSI PASTURES, EASEMENTS)) TO A OF 98%OF MAXIMUM DENSITY PIPE O.D.AND 8 AS DETERMIN DU Y ASTM D698 (STANDARD) (4' MIN. UNDER PIPE BELL) _ AT A MOISTURE CONTENT WITHIN OPTIMUM TO +4%OF OPTIMUM UNDER NEW STREET AREAS AND STREETS TO BE RECONSTRUCTED. THE TRENCH BOTTOM COMPACTED CEMENT STABILIZED PIPE SHALL BE GRADED SO AS TO PROVIDE UNIFORM AND CONTINOUS SUPPORT O.D. SAND, 1-1/2 SACK(CY (PUGMILL ONLY), SPADE BY LIFTS INTO FOR THE PIPE BARREL BETWEEN BELL HOLES. PLACES TO FILL ALL VOIDS AROUND PIPE MANUALLY CONSOLIDATE AT OPTIMUM MOISTURE. 6' MINJ12" MAX. _ * PE MUST DESIGN TRENCH DETAIL SITE SPECIFIC FOR HOPE PIPE. HOPE PIPE IS NOT TO BE USED UNDER PUBLIC STREET PAVEMENT. CEMENT STABILIZED SAND AS A MINIMUM WILLALWAYS SE REQUIRED. BEDDING AND TRENCH FOR ® REINFORCED CONCRETE PIPE f' CrrY OF BRYAN DATE B/CS UNIFIED DErAA No. ChTMW COUE,CE9rAnoN M 1. AUG. 2012 STANDARD DETAIL 1013-03 -^� 2-1i4' MACHINED BEARING SURFACE z-va• I LF z" sns" 314 7- -r I T ,-,14- COVF,RSEC7TON PICKHOLEDETAIL 312 25318" DIA (251"HOLES 24-1/4"DIA OAPART 22-IM" DIA �p7 310 1342-A 5- r-� 25-718" 31-718- 308 FRAWS=ON BOTTOM VIELTr NOTE: STORM SEWER LIDS TO BE OFC.'OVER USED FOR PUBLIC STORM 1' LETTERING SEWER SYSTEMS ONLY. 1- LETTERING (RECESSEDFLUSH) NOT TO BE USED ON PRIVATE STORM SEWER SYSTEMS, LETTERING STYLE: 306 BOOKMAN OLD STYLE (RECESSED FLUSH) O F BR ' OOLLEGF 1-112' J 304 - 0 R M g S 112" LETTERS 0 R M g E• 1" LETTERING 1- LETTERING (RECESSED FLUSH) (RECESSED FLUSH) 1 9 + O VIEWED FOR COVER FACE COVER FACF. STORM SEWER PLIANCE MANHOLE RING AND COVER 24" DIA. DUCTILE IRON V-1342-Afl DATE APR 2 5 2014 CITY OF &tvax AUG. 2012 BiCS UNIFIED DETAIL �' Cma SrAnON ,e•ur.4r .vr• STANDARD DETAIL D4-01 COLLEGE STATI ENGINEERING Designed by: VM, JM Drawn by: JUJ, JB Engineer of Record: VM Date Plotted: APRIL/22/2014 Issue for Pricing / Bidding: Issue for Permit Application: Issue for Construction Revisions: # DATE COMMENTS 1 03/25/2014 ADDENDUM -A" V Z X �U W / C1) Z Z Z -J O 0 �0 - Z ry CV �¢o coo UWQ " , �- Q Z W Z O CL WW V O �U� = V W LU W O U U Z L-T-. cc� G 00 ® O U 00 z <3: Firm #F-1443 4/22/14 *..:..........................9:.�* VERONICA J.B. MORGAN ....................... �o�J�C 77689 a; O•�� SSIONAL E�G\� I� I i• n l J -J U) Z Q o 00 0 I QW W w > ,` U M co0 0 _Z (� N >- z � CD E_ v 0 z H H Q C N C W W J w ~ -� J z w W ULO O U 2v I I SHEET CONTENTS: Storm Drain SD-7 & SD-8 SHEET NO. I � Y C4.02 I� I i LANDSCAPE NOTES -ALL FINISHED GRADES TO BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO THE INSTALLATION OF ANY PLANT MATERIAL. -PLANT MATERIAL TO BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. -ALL TREE LOCATIONS TO BE STAKED BY THE LANDSCAPE CONTRACTOR AND APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO ANY HOLES BEING DUG. -THE CONTRACTOR IS TO PROVIDE A 2 LB SAMPLE OF THE PROPOSED MULCH FOR REVIEW AND APPROVAL BY THE LANDSCAPE ARCHITECT AND OWNER. THE CONTRACTOR SHALL PROVIDE 100% COVERAGE OF NON PAVED AREAS WITHIN THE LIMITS OF CONSTRUCTION. -FOR ALL TREE PLANTING THAT ENCOUNTERS HARDPAN/CALICHE PROVIDE SEPARATE UNIT PRICE TO INSTALL TREES WITH AN AUGER. -IT IS THE RESPONSIBILITY OF THE LANDSCAPE CONTRACTOR TO INFORM THE LANDSCAPE ARCHITECT OF ANY PLANT MATERIAL CONCERNS BASED ON THE PLANTING SEASON. (E.G. SUMMER VS WINTER) SHOULD THE LANDSCAPE CONTRACTOR HAVE ANY CONCERNS ABOUT PLANT MATERIAL DUE TO HEAT OR FROST EXPOSURE, THE INSTALLER SHALL REQUEST A SUBSTITUTION OR DELAY IN PLANTING. ONCE PLANTED, ALL PLANT MATERIAL IS SUBJECT TO SPECIFIED WARRANTIES. -ALL DECIDUOUS TREES TO BE UNCONDITIONALLY GUARANTEED FOR ONE YEAR AFTER INSTALLATION. ALL OTHER PLANTS SHALL BE GUARANTEED FOR A MINIMUM PERIOD OF OF 90 DAYS FROM THE DATE OF FINAL APPROVAL BY THE CITY/OWNER. ANY PLANT MATERIALS NOT APPROVED BY CITY/OWNER PRIOR TO OCTOBER 1 OF THE CALENDAR YEAR IN WHICH THEY ARE INSTALLED SHALL BE FURTHER GUARANTEED UNTIL MAY 20TH OF THE FOLLOWING CALENDAR YEAR. -TREES SHRUBS VINES GROUNDCOVERS AND TURF WHICH V H CH HAVE TO BE REPLACED UNDER THE TERMS OF THE GUARANTEE SHALL BE GUARANTEED FOR AN ADDITIONAL 90 DAYS FROM THE DATE OF REPLACEMENT. -THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL FINISHED GRADES AND FOR MAINTAINING POSITIVE DRAINAGE AWAY FROM ALL BUILDINGS DURING THE FINISH GRADING PROCESS. ALL SLOPES NOT TO EXCEED 4:1 IN LANDSCAPE AREAS. -UNDER NO CIRCUMSTANCE SHALL ANY TREE BE PLANTED WITHIN 6' OF ANY BUILDING WITHOUT THE EXPRESS WRITTEN APPROVAL OF THE LANDSCAPE ARCHITECT. -TREES AND SHRUBS SHALL BE PLACED A MINIMUM OF 6' FROM PUBLIC ACCESSWAYS, UTILITY CABINETS AND FIRE HYDRANTS. -SHRUBS MUST BE AT MATURITY 61 FROM THE RE AR R OF A FIRE HYDRANT. NO MATERIAL OTHER THAN GROUNDCOVERS MAY BE PLACED BETWEEN A FIRE HYDRANT AND THE STREET OR ROADWAY OR 6' ON EITHER SIDE. FIELD VERIFY ALL HYDRANT LOCATION WITH THE CIVIL ENGINEERING PLANS. -ALL SITE IMPROVEMENTS, INCLUDING LANDSCAPE AND SITE CLEAN UP MUST BE COMPLETED PRIOR TO FINAL APPROVAL OR CERTIFICATE OF OCCUPANCY. -TREES ADJACENT TO PEDESTRIAN WALKWAYS SHOULD HAVE MINIMUM CANOPY CLEARANCE OF 6'8" -THE LANDSCAPE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL UTILITIES AND TAKE PRECAUTIONS TO PREVENT DAMAGE TO THESE UTILITIES. -THE LANDSCAPE CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION WITH THE APPROPRIATE UTILITY COMPANIES AND SHALL BE RESPONSIBLE FOR ALL DAMAGE TO UTILITIES. -THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR THE FINE GRADING OF ALL PLANTING AREAS. INSURE POSITIVE DRAINAGE OFF LANDSCAPE BERMS. -THE LANDSCAPE CONTRACTOR SHALL VERIFY ALL MATERIAL QUANTITIES. IN THE EVENT OF A DISCREPANCY, THE QUANTITIES ON THE PLAN WILL TAKE PRECEDENCE. -GROUND COVER, WHEN USED, SHOULD EXTEND UNDER SHRUBS AND TREES. -ALL PLANTING AREAS SHALL BE FERTILIZED WITH 12 LBS./1000 SF OF 10-10-10 FERTILIZER. -ALL PLANTING BEDS OR MULCH BEDS SHALL BE SPRAYED WITH ROUND -UP OR EQUAL PRIOR TO THE INSTALLATION OF THE MULCH. -THE LANDSCAPE CONTRACTOR SHALL PROVIDE THE OWNER WITH WRITTEN INSTRUCTIONS ON THE PROPER CARE OF ALL SPECIFIED PLANT MATERIALS PRIOR TO FINAL PAYMENT. -FIELD ADJUSTMENTS MAY BE REQUIRED TO AVOID CONFLICTS WITH PROPOSED UTILITIES OR OTHER SITE APPURTENANCES. NOTIFY LANDSCAPE ARCHITECT PRIOR TO FIELD ADJUSTMENTS. -ALL VEGETATIVE MATERIAL MUST MEET THE AMERICAN STANDARD FOR NURSERY STOCK SPONSORED BY THE AMERICAN ASSOCIATION OF NURSERYMEN AND APPROVED BY THE AMERICAN NATIONAL STANDARDS INSTITUTE, INC. (ANSI). -ALL NEW LANDSCAPING WILL BE IN CONFORMANCE WITH THE STANDARDS OF THE CITY ORDINANCE -ALL PLANTINGS SHALL BE IRRIGATED -ALL LANDSCAPE ISLANDS TO BE EXCAVATED TO A MINIMUM D H o 7100 % COVERAGE OF GROUNDCOVER, DECORATIVE PAVING, DECORATIVE ROCK (NOT LOOSE), OR PERENNIAL GRASS IS REQUIRED IN PARKING LOT ISLANDS, SWALES AND DRAINAGE AREAS, THE PARKING LOT SETBACK, RIGHTS -OF -WAY, AND ADJACENT PROPERTY DISTURBED DURING CONSTRUCTION. IRRIGATION-N ES MS-3 /N= HO 1I Zit `3nd 3•n'd ,01 (09i/£sill) 1 n*d l) I 7n•d .ol I', i BLDG 4 .0t I (£tiZ/sLLot BLDG 5 WrolO BUILDING 4 I lino Moa s380v Loo o V) I t 1N3w3SY3 „ i I )lava H180N •1NJIa10313-.OL ^"a:_.. < PARKING GARAGE I � z NOois I Z 101 i 3Yd H10IM I i 3iemavn NOISIAloanS ( ! _- € i BoH BOO -• ��,� - ONISS080 v e .1 L£/S94 (09L/£silt) 1NIOdH1a0N ti �'+' I LQ3rasv3 I.N3113SV3 SS300Y j ,n SS3W, ¢ �P 9NINaVd 31YNad .. 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S32!L'6L/6 90 �) I I I S3`If1N00 80H '0-n I I S I t 2 i ..:'... - j 3�� i d 4 I L 10l 3a I 1N3W3SV3 nV1 r i 3Yd • � ,,,.... , .., i sVx3s 33813 dab' S I .M.o.a ' � lOVal I I I ; O��N 8, I Alrllln oa I ' 318MaVA 33 1N3W3SV3 I LE£/9661 I o� M w, € r , •- •• NOISIAI 3900I i' `' L o , , m 3 t 3 n d £ (61/ZL*V3) I _ )/ SS303V ,*,Z co ..... H101M i r, s= 3Yd 8 I I N r,_ _.. _ } 3lamzron _ .... ,. H101M $ 3ieYlaYn I ;i .: rr I L££/seal I I I � — — — — — I 1N3W3SV3 " (' M " _ _.. — I Nouv�la3a ow S30DV 9 (6 -n-d . l) S8'tiL 3 .SS,60 Lti aoe 3 n N]AV ss3o0V ,sa 3 n d ,sl G' ` • ON 9/f ' SVX]i (,M•0-a D�N 00l) �N. An 1. LAWN SPRAY HEADS are installed as per detail. 2. ELECTRIC CONTROL VALVES shall be installed as per detail shown. Size valves as shown on plans. Valves shall be installed in valve boxes large enough to permit manual operation, removal of solenoid and/or valve cover without any earth excavation. 3. QUICK COUPLING VALVES shall be installed as per detail shown. Swing joints shall be constructed using 3/4" Sch. 80 elbows. Contractor shall supply owner with three (3) couplers and three (3) swivel hose ells as part of this contract. 4. AUTOMATIC CONTROLLER shall be installed at location shown. Power (120V) shall be located in a junction box within five feet (5') of controller location by other trades. 5. All 24 volt valve wiring is to be OF 14 single conductor. All wire splices are to be permanent and waterproof. 6. SLEEVES shall be installed by General Contractor. Sleeve material shall be Schedule 40. Sizes as indicated on plans. 7. Ten days prior to start of construction, contractor shall verify static water pressure. If static pressure is less than 65 PSI, do not start work until notified to do so by owner. 8. All mainline and lateral piping shall have a minimum of 12 inches of cover. All piping under paving shall have a minimum of 18 inches of cover. 9. The irrigation contractor shall coordinate installation of the system with the landscape contractor so that all plant material will be watered in accordance with the intent of the plans and specifications. 10. The irrigation contractor shall select the proper arc and radius for each nozzle to insure 100% and proper coverage of all lawn areas and plant material. No water will be 11. Irrigation system must be protected by either a Pressure Vacuum Breaker, a Reduced Pressure Principle Back Flow Device, or a Double -Check Back Flow Device, and installed as per City Ordinance 2394 and all Back Flow devices must be instlld aeand tested upon installation as per �';'-•r ^r,�;.,.,.,,.,, l 2394. NOTE: SOIL DENSITY BACKFILL IN TRENCH TO BE AROUND VALVE ASSEMBLY VOID OF ANY MATERIAL TO SAME DENSITY AS THAT MAY DAMAGE OR UNDISTURBED SOIL. IMPAIR PIPES OR WIRING P.V,C, LATERAL MIN. 4" HOR. CLEARANCE BETWEEN PIPES 4" CLR. OUT TO OUT V BUNDLE AND TAPE ALL WIRING AT 10' O.C. P.V.C. MAINLINE .-': ' "• NOTE: SNAKE .: PIPE AND WIRING IN TRENCHES TO ALLOW FOR CONTRACTION TRENCHING NO SCALE 0 PRUNE BROKEN/DEAD BRANCHES AND THIN FOLLIAGE (20%) WHILE MAINTAINING NORMAL TREE SHAPE. PAINT ALL CUTS WITH TREE DRESSING. (2) 2" DIA. TREE STAKES. HAMMER 1'-0" MIN. INTO v UNDISTURBED SOIL (DO NOT STAKE THROUGH ROOT BALL) 12 GA. STRAND GALV. STEEL CABLE AND 3" TURNBUCKLE. ENCASE LOOP IN REINF. RUBBER HOSE. d 4" TOP DRESSING CREATE GENTLE SWALE DEPRESSION DO NOT FORM RAISED BASIN <Ne�::. =_ = DO NOT BURY TOP OF ROOTBALL - = II ,F PLANTING SOIL MIXTURE (REFER TO SOIL • 11 6; j I I I SPECIFICATIONS) PIT WIDTH: 3x DIA. OF CONTAINER PIT DEPTH: TO EQUAL ROOTBALL PLANTS SHALL BE INSPECTED FOR ROOTBOUND CONDITIONS BEFORE PLANTING. ANY ROOTBOUND PLANT SHALL BE REPLACED WITH SUITABLE PLANT. tree planting no scale rMITTER PLACEMENT NOTE: HINIMUM FOR SLOPED CONDITIONS PLACE DISTRABUTION POINT AT THE HIGH SPAGHETTI DIST. TUBING POINT OF PLANTING WELL (MAX. RUN T-0") �x DECOMPOSED GRANITE MULTI -PORT EMITTER EMITTER PIT BOX PVC RISER PIPE PVC DRIP NOTE: LATERAL (TYP). INSTALL A MINIMUM OF (1) MULTI -PORT ELEVATION FLUSH VALVE/END CAP BOWSMITH OR APPROVED EQUAL EMITTERS PER TREE - MULTI -PORT EMITTER EQUALLY SPACED AROUND DRIPLINE OF TREE —SCH 40 PVC FITTING CANOPY TYPICAL. T (TEE OR ELBOW) OPEN ADDITIONAL J� 4" TOP DRESSING ' CREATE GENTLE SWALE DEPRESSION DO NOT FORM ,. RAISED BASIN DO NOT BURY TOP OF ROOTBALL •,..-::•._;; ?;.�: , : , — PLANTING SOIL MIXTURE (REFER TO SOIL SPECIFICATIONS) ., 33" I I PIT DEPTH: TO EQUAL ROOTBALL PIT WIDTH: 3x DIA. OF CONTAINER PLANTS SHALL BE INSPECTED FOR ROOTBOUND CONDITIONS BEFORE PLANTING. ANY ROOTBOUND PLANT SHALL BE REPLACED WITH SUITABLE PLANT. shrub planting no scale SPAGETTI DIST. TUBING (MAX. �— RUN T-0") TRIM 1" ABOVE DG SINGLE PORT EMITTER WITHIN PLANTING WELL o- CLASS 200 PVC DRIP LATERAL �— ROOTBALL OVERALL -SITE PLAN ALL GROUNCOVERS TO BE PLANTED ON CENTER (SEE PLANT LEGEND) IN A TRIANGULAR PATTERN. X= O.C. DIMENSION AS NOTED ON PLAN. Y= 0.86 OF DIMENSION "X". MULCH SOIL TO A DEPTH OF 2", 1' IN DIAMETER. KEEP MULCH AWAY FROM PLANT BASE. FERTILIZER TO SURFACE AWAY FROM TRUNK PER SPECIFICATIONS. groundcover planting no scale �— PLANT WELL NOTE: REFER TO SPECS 9 10 & 11 FOR MORE VALVE BOX p SPAGHETTI DIST. TUBING PORTS AND INSTALL l (MAX. RUN 5'-0") SPAGHETTI DISTRIBUTION DISTRIBUTOR .' TUBING TO PROVIDE FLOW CLASS 200(MIN) ADEQUATE WATER PVC LATERAL AS TREE MATURES(TYP). PLAN PLAN SYMBOL: MULTI -PORT EMITTER & SINGLE -PORT EMITTER iNAM M DRIP EMITTER FINSH GRADE INFORMATION SEE PLANS FOR EXACT LOCATIONS. SET LID FLUSH WITH F.G. BRASS BALL VALVE LECTRIC MAIN �\\\.� CONTROL SUPPLY VALVE WIRE ��\�\\ USE 1" PVC BLIND PIPE AND 1/2" x 12" PVC j —� SIZE DOWN SCH. 80 NIPPLE FLOW \� \ AT TEE MALE ADAPTO P.V.C. ELL OR TEE PVC ADAPTOR �j� �•/ �j/��\//� / ,�� PRESSURE REGULATOR 2" DEEP PEA `\� \� P.V.C. LATERAL GRAVEL 3/8" MINUS WYE FILTER PLAN SYMBOL —1 NO SCALE DRIP VALVE ASSEMBLY UNIT NO SCALE PREPARE SOIL PER SPECIFICATIONS AND ROTOTILL TO A DEPTH OF 6" PRIOR TO ANY SPRINKLER WORK. 0" 30' 60' 120' SCALE: 1 " = 60'-0" REVS ID FOR COIF LIAIN APR 2 5 N14 WON D[;Vft(3 N%- 'IT DfflIVICES _ LANDSCAPE LEGEND TREES SPECIES QUERCUS VIRGINIANA LIVE OAK ULMUS PARVIFOLIA 'DRAKE' DRAKE ELM QUERCUS MUEHLENBERGII 13 CHINKAPIN OAK CERCIS CANARENSIS •• TEXAS REDBUD TAXODIUM DISTICHUM BALD CYPRESS ETULA NIGRA + RIVER BIRCH LAGERSTROEMIA INDICA DYNAMITE, • CRAPE MYRTLE SHRUBS SPECIES NANDINA DOMESTICA (MOON BAY) MOON BAY NANDINA PHOTINIA X FRASERI PHOTINIA SPECIES 0 ROSMARINUS OFFICINALIS ROSEMARY, UPRIGHT PRUNUS LAUROCERASUS CHERRY LAUREL ® ABELIA GRANDIFLORA GLOSSY ABELIA RHAPHIOLEPIS INDICA DWARF INDIAN HAWTHORNE NASSELLA TENUISSIMA MEXICAN FEATHER GRASS MISCANTHUS SINENSIS MAIDEN GRASS TECOMA STANS 'GOLD STAR' GOLD STAR ESPERANZA ILEX VOMITORIA 'NANA' DWARF YAUPON HOLLY GROUNDCOVER TRACHELOSPERMUM ASIATICUM ASIAN JASMINE LANTANA HORRIDA TEXAS LANTANA 0 VINCA MINOR PERIWINKLE 0p HEMEROCALLIS SPP. OO 'LITTLE BUSINESS DAYLILY' ® OPHIOPOGON JAPONICA MONKEY GRASS ® HEDRA CANARIENSIS ALGERIAN IVY IPOMOEA BATATAS SWEET POTATO VINE SURFACE MATERIALS SHREDDED HARDWOOD MULCH INSTALL N I ALL LANDS CAPE AREAS LOW VOLT LIGHTING LEGEND O UPLIGHT (TREES) MODEL: MU-35 (MACCHIAULTIMO) QTY: t COLOR: WEATHERED IRON FXL.COM LTLOW VOLTAGE MODEL: FX POTENZA X- PX600/PX900 QTY: TRANSFORMER AS NEEDED NOTE. REF. ELECTRICAL DRAWINGS FOR TRANSFORMER, 3-BOX/RECEPTACLE AND ALL OTHER EQUIPMENT LOCATIONS "I" BOX AS PER LOCAL CODE ELECTRIC 110VAC POWER SUPPLY IRRIGATION CONTROL CONTROLLER PROVIDED BY GEN. VALVE PIT BOX CONTRACTOR FINISH GRADE VALVE WIRE (TYPE UF) 611 6" DIA. P.V.0 PIPE EXTENSION CONDUIT FOR (LENGTH AS REQ'D) CONTROL WIRING BRASS GATE VALVE NOTE: REFER TO PLANS SIZE TO MAINLINE FOR EXACT LOCATION. SEE SPECS & WIRING DIAGRAM PVC MALE ADAPTOR 1111;III III FOR MORE INFORMATION. MAIN LINE DIRECT BURIAL WIRES NOTE: TO VALVES REFER TO SPECS FOR MORE INFO. -MOUNT CONTROLER PER MANUFACTURER'S SPECS. SEE PLANS FOR EXACT LOCATIONS. 4" OR LARGER GATE VALVES -ALL WIRE TO BE INSTALLED PER LOCAL CODE SHALL HAVE 2" SQUARE NUT. PLAN SYMBOL: ELECTRIC CONTROLLER NO SCALE GATE VALVE & COVER NO SCALE IRRIGATION LEGEND SIZE/QTY 3" CAL./5 4 1/2" CAL./9 4" CAL./6 3" CAL./10 3" CAL./16 2" CAL./24 3" CAL./26 SIZE/QTY 5 GAL/110 5 GAL/26 5 GAL/38 5 GAL/24 5 GAL/24 5 GAL/47 5 GAL/33 5 GAL/12 5 GAL/3 5 GAL/46 SIZE/QTY 1 GAL/16 1 GAL/37 1 GAL/122 1 GAL/3 1 GAL/129 1 GAL/11 1 GAL/11 SIZE/QTY :: 4 DEPTH MIN. EMITTER SCHEDULE PLANT PLANT GPH PER # OF TOTAL GPM TYPE SIZE OUTLET OUTLET PER PLANT TREES 15 GAL. 2 GPH 3 6 GPH TREES 24" BOX 2 GPH 4 8 GPH TREES 36" BOX 2 GPH 5 10 GPH TREES 48" BOX 2 GPH 6 12 GPH SHRUBS 5 GAL. 1 GPH 2 2 GPH PLANTS SHRUBS 1 GAL. 1 GPH 1 1 GPH AND G.C. PIPE LEGEND 1/2" 4.22 GPM CLASS 200 PVC 3/4" 8 GPM .5" MIN. LATERALS 1" 12 GPM SCHED. 40 PVC 1-1/2" 30 GPM 1" MIN. MAINLINE 2" 50 GPM SCHED. 40 PVC ----- 2" MIN. SLEEVE D=DRIP X VALVE SIZE #" DRIP EQUIPMENT TORO 700-1 1" ELECTRIC VALVE PRESSURE REGULATOR HYDRO RAIN WYE STRAINER VALVE BOX BY CARSON-OR APPROVE EQUAL TORO T-CEFCH-H 1/2" FLUSH VALVE —� OR APPROVED EQUAL PVC DRIP SYSTEM - SEE DETAIL THIS SHEET / / EMITTER LINE W/ BUG CAPS EMITTERS PER TREE -EQUALLY SPACED CAP OR TIE INTO EXISTING WATERLINE EQUIPMENT (1) IRRITROL TC-18EX-R CONTROLLER A OR APPROVED EQUAL WATEROUS SERIES 500 2" BRASS GATE ►� VALVE OR APPROVED EQUAL CARSON-OR APPROVE EQUAL VALVE BOXES NOTE: 1. ALL EMISSION POINTS TO BE LOCATED ON THE UPHILL SIDE OF PLANT MATERIAL ONE EMISSION POINTS TO BE LOCATED AT THE PLANT BALL, WITH THE ADDITIONAL POINTS WITHIN PLANT PIT PERIMETER. 2. SCREEN ENCLOSURE TO BE GUARDSHACK AS MANUFACTURED BY BACKLFLOW PREVENTION DEVICE ENCLOSURES INC. 602-788-5411 OR APPROVED EQUAL. FINISH: POWDER COAT COLOR: DESERT TAN. PROVIDE 4" THICK CONC. SLAB FOR ENCLOSURE FOUNDATION. Designed by: Drawn by: Architect of Record: DRE Date Plotted: 03-18-2014 Issue for Pricing / Bidding: Issue for Permit Application: Issue for Construction Revisions: # DATE COMMENTS 0 3/18/2014 ADDENDUM A 02014 by Humphreys & Partners Architects, L.P. All Rights Reserved The architectural works depicted herein are the sole property of Humphreys & Partners Architects, L.P. and may not be constructed or used without its express written permission. No permission to modify or reproduce any of the architectural works, including without limitation the construction of any building, is expressed or should be implied from delivery of preliminary drawings or unsealed construction drawings. Permission to construct the building depicted in sealed construction drawings is expressly conditioned on the full and timely payment of all fees otherwise due Humphreys & Partners Architects, L.P. and, in the absence of any written agreement to the contrary, is limited to a one-time use on the site indicated on these plans. 6R _J _J > z i-- Z O U! Z O 0 0� F= U) U J zW o 0 CD W W _ 0 O U o z O O HUMPHREYS & PARTNERS ARCHITECTS, L.P. 5339 ALPHA ROAD SUITE 300 DALLAS, TEXAS 75240 (972) 701 - 9636 (972) 701 - 9639 FAX DALLAS CHARLOTTE IRVINE LAS VEGAS NEW ORLEANS NORFOLK ORLANDO PHOENIX www.humphreys.com humphreys and partners landscape architecture, Ilc 5339 alpha rd suite 300 dallas, tx 75240 p 214.269.5150 f 972.701.9639 www.hplastudio.com SHEET CONTENTS: coversheet SHEET NO. Ll 7 • H PA # 13200 i UL61AIC]ons Z Zsso�13 H1�] 0 N UlU L QZ)me 1::E z iM 61Ll) •d I IM I�b I i I I I i I ' ( � -•- ( zs I u 12 hamrFortnx 12 T�algfof*ner HIGIM bn HARDSCAPE PLAN a9 � ".1i 0" 10' 20' 40' SCALE: 1" = 20'-0" f LA�6IL0 Ll '01 BLDG 5 I = lin _ REFER T_O_SHEET _L4_FOR _COURTYARD ENLARGEMENTS COURTYARD C COURTYARD D COURTYARD E 1 J 5:1 I lope (I 1 225 I I�iope5:1 12 II 12 12 TG 328.25 +T 3 +312.25 +330 +a6.25 -- 2.5 I (I II 30 1 330.1 30 1 +326. (0 9 ✓ / L 6 1 V V ) +TC 329. 11 2 V SS1100 .32� +TW 332.5 I • L„iZ82,.'•,' +TW 328.50 +331.5+327.5 / (L JV/ULLO I-) ".r••,• ( f . al I 23 ^ +V* d I pXi' 23 I I 1''• J +FFE 328.75 of Ii, +FFE 332.75 N 3 +FFE 330.75 +FFE 330.75 I 2 .�.,.. <•'.'•• +FFE 328.75 2 +FFE 326.75 +330.5 • 30 (0 9 l /2 61 1 l) � 3 •: 2 +326.5, _ a I (0 9. [ / � 61 1 L) -- 1 _ I 33 n d Yl ,33 _ J n [� L +332.5 H1aIM 106 _-�._.I__ '.__� ... i (2-bZ/8LL0 �) +328.5 ,i ... N , I 0.5 �� L.1 V I U V / \ 330. ..� 32 1 __ • � • n • d 6.N I - � A I 28 A T NC-I�� - - - - - - - - - - MA ,6 60 HARDSCAPE PLAN L 101 I (��W gz_L0 L ) T s I I 25 CIM Q0 New d .._... .... ...... ... ............ .......__. _. __ __ N I , _._ N0 '29'86 14( ,Z1 o6V N � MAC �6 � �� - - - - � Noel ... NI 6 Z . _....__..-.._. - _.._-....-.._-.-._� ._....-__._-.._.._._-...- n d 1 _ , I :a2Z-96) 40 ` . N0 3-n-d >IV 'TV d a I f 2 L oz 1N 3 3 S`d3 /un Iln I I� j i '01 F CO ~I t �M N�� I � I I (L2/59t) 1N3n3Sd3 /,inlin o 1, I 0Nnoj mi NOU HONI Z/ 1 SITE HARDSCAPE LEGEND 01 POOL- 2818 SF/ 347 FT PERIMETER. REFER TO POOL SHOP DWGS (1) INTERIOR FINISH - PLASTER (2) TILE LINE - 6" TILE BY: NPT (3) COPING - CANTILEVER EDGE DECK, CONC. (4) POOL LIGHTING - PENTAIRE GLOBERITE LED (5) CLEANING - SKIMMERS WITH DEDICATED LINE FOR CLEANER 02 POOL STEPS AND HANDRAIL, REFER TO POOL SHOP DWGS 03 POOL BENCH, REFER TO POOL SHOP DWGS 04 2'X2' SCORED COLORED CONCRETE DAVIS COLOR: 05 SUN SHELF, REFER TO POOL SHOP DWGS 06 POOL FENCE WITH GATE, REFER TO DETAIL 4/L7.7 07 ACCENT WALL WITH SCUPPER WATER FEATURE, REFER TO DETAIL 1/L7.7 08 PERFORATED METAL SCREEN FENCE, REFER TO DETAIL 5/L7.7 09 TRELLIS, REFER TO DETAIL 1/L7.7 10 6'X6' SCORED COLORED CONCRETE DAVIS COLOR: MESA BUFF 11 4X4' SCORED COLORED CONCRETE. DAVIS COLOR: COCOA 12 LANDSCAPE AREA, REFER TO LANDSCAPE AND IRRIGATION SHEETS 13 NOT USED 14 BARBEQUE, REFER TO DETAIL 3/L6.7 1 CONCRETE COUNTERTOP, POURED IN PLACE; REFER TO DETAIL 3/1-6.7 16 FURNITURE, BY: OWNER 17 TABLES AND CHAIRS, BY: OWNER 18 WALL -MOUNTED FLAT SCREEN TV, BY: OWNER 19 MATRIX POT (M2)BY: OLDTOWNFIBERGLASS.COM ML3018, COLOR: TOAST 20 POOL EQUIPMENT ROOM, REFER TO ARCH PLANS 21 TRANSFORMERS, REFER TO MECHANICAL 22 ACCENT WALL WITH FIRE CHANNEL AND SCUPPER, REFER TO DETAIL 1/1-7.7 Z3 ARTIFICIAL TURF, BY: WWW.SGWCORP.COM COLOR: EV-YOSEMITE 24 CONCRETE HEADER, REFER TO DETAIL 5/L6.7 25 SIDEWALK, REFER TO DETAIL 6/1-7.7 26 STRING LIGHTS BY PARTYLIGHTS.COM, COMMERCIAL MEDIUM 15W BUKB- SEE ELECTRICAL PING PONG TABLE BY WWW.CONCRETETABLETTENNIS.COM 28 BIKE RACKS, BY: PWATH LETICS.COM/RAIN BOW 1608-0 1 -BLACK 29 ACCESSIBILITY RAMP, REFER TO DETAIL 6/1-6.7 30 RETAINING WALL, REFER TO DETAIL 7/1-6.7 31 TEXAS HORSESHOES, INTALL PER MANUFAC. SPECS. BY: OWNER 3Z SEAT WALL, REFER TO DETAIL 4/L6.7 33 RETAINING SEAT WALL PLANTER, REFER TO DETAIL 5/L6.7 34 WATER WALL FEATURE, REFER TO DETAIL 2/L6.7 3Q 6' SCREEN WALL, REFER TO DETAIL 2/L7.7 MIMI )rs? CH o RR��b#ee.. ,..+• � s 19 ir.w i 9 A A a, ild i.sw APR 2 A 7014 -1 F e /ICES ..: 'E PLAN BL440�0_ ' ' INIOdH1�l0NJ `_ T r iM o 0 i, EI I 3 d .n. H141M NOUVOl434 'M'0'21 I" N011dOla3a 'M'0'?j «5560aL_b 0 IW (W 25 ( co I IWn c Iz 'W 13) 00 N011 'aNkOA a ?J" O N I S Designed by: ` Drawn by: Architect of Record: DRE Date Plotted: 03-18-2014 Issue for Pricing / Bidding: Issue for Permit Application: Issue for Construction Revisions: # DATE COMMENTS A 3/18/2014 ADDENDUM A ©2014 by Humphreys & Partners Architects, L.P. All Rights Reserved The architectural works depicted herein are the sole property of Humphreys & Partners Architects, L.P. and may not be constructed or used without its express written permission. No permission to modify or reproduce any of the architectural works, including without limitation the construction of any building, is expressed or should be implied from delivery of preliminary drawings or unsealed construction drawings. Permission to construct the building depicted in sealed construction drawings is expressly conditioned on the full and timely payment of all fees otherwise due Humphreys & Partners Architects, L.P. and, in the absence of any written agreement to the contrary, is limited to a one-time use on the site indicated on these plans. U x - z E- O Cz U) ~ OO - � ~ � U Q ~Cr) W O , W W z W W O O CD U � W W 0 O 00 o z O O HUMPHREYS & PARTNERS ARCHITECTS, L.P. 5339 ALPHA ROAD SUITE 300 DALLAS, TEXAS 75240 (972) 701 - 9636 (972) 701 - 9639 FAX DALLAS CHARLOTTE IRVINE LAS VEGAS NEW ORLEANS NORFOLK ORLANDO PHOENIX www.humphreys.com humphreys and partners landscape architecture, Ilc 5339 alpha rd suite 300 dallas, tx 75240 p 214.269.5150 f 972.701.9639 www.hplastudio.com SHEET CONTENTS: hardscape sheets SHEET NO. L2,,7 I:v 0" 10' 20' 40' II SCALE: 1 = 20I -0II 0" 10' 20' 40' SCALE: 1" = 20'-0" H PA # 13200 COURTYARD A COURTYARD B I I I I +FFE 334.75 12 12 18 18 12 19 ___.___. __. __._ ( 12 I 08 08 - s -- +333.2:7' 7'-10" 33.25 24 +333.25 I: i i i +334.25 +334.25 ❑ ❑ ❑ ® ❑ ❑ ❑ ® II f I 12 3 \ O O O O DRAIN, TYP 13 0 _ _ 7, 1 - - £ :. :; .... .I ., I E _ _ I € I 10 78 -5 .:.: : :. •: 8 -10 16'-10" i Ld I o 4 9' - - I ... 1 I I ... .., 1 , yy ' +333.6 1 _ f _ '_ I i _; _ _ I +333.6 04 - - - I 1 16 06 _... _ . _... _.. _ .._............ ___.._-...._......._.._ I LAP LAN E T 7 75' X 8' `._�....I__+.334.5TS1_ 34'..5_l+334.b. I� I r 1 � I I 1 l � E r I i' E I £ _ ' £ O I ❑ sf - i i � I 19'-6" I -15' E f �� (+333.6 +334.5 I 8 5 6 -9 26 6 _SS s;:Z312 4 16 �° 02 ==� _.l6 I 33'-10" _- 14'-8". E EE 10' I+ I x a 12 -2 18 - I 333.5 I I - ' -5 DECK 18 -I (- SPA _ _ r � i ." DRAIN __ .._ " L- -I L- -I L- I L- L_ o.. ❑ j f g 07 I '100 SF _�J_ I � 3�,333.8 5 ' +FFE 334.75 20' ! 1 RAMP LANDING +FFE 334.75 I ' :- • +FFE 334.75 ;. :: I+FFE 333.75 +333� -.... -••: •-' >' . "-:.. o 18'-6" 18'-3" 29' 9'-7" 22 VVV �VVV ...:..�.ss-� F1 15'-9" 0 AA 01 1 35 I Transformer HiCIM13 POOL I I 2818SF OS ° :'•:....:. ...•..;11 0 12 11�]VI�JVA 03 l q 3.6 21 ° '-9" 13'40" 4' 6'-3" 191-1408 ( ° 1� r ❑ ❑ ❑ c Al 8m 14'-511 ( 27" 1q � 3� 12' 12' 21'-11" 2'-10" I V mm Transformer ( -- I ( Transformer 1.8. , 0o II] 5'-10" 02 12 08 21 ;; iv 20 I fl33 ( _ +332.4 ° O POOL UIPMENT - O O O 0 0-0 � 0 011 TMT - I ❑ ❑ ❑ i I I I 17 J O6 +332;3 ; I i 06 2 1 € E 08 + 32.66 I I ? 25 25 i I E F 35 I i I I £ i I s I --- _._... ___,,,,_ .. _................ .. .................... .. __ t ._ ..,.... - - _-......._..........._....._.. ....- ... _. s COURTYARD ENLARGMENTS r9 0" 5' 10' 20' SCALE: 1 " = 10'-0" COURTYARD C COURTYARD D COURTYARD E I I' 1 5:1 ilope 1 5:1 lope 12 1 1 1 12 12 12 1 1 1 12 I 1 1 +330. 12 +TG 328.25 ®T 328.25 +3�8.25 1 ( +326. 5 +3$2.25 1 1 - -_ _ _ . . 30 15 +330.1 I I I 30 15 I _ +330. :. +TC 329. _ +326. +333.8 \<14 6 2 :.. [ r 'v. 17 I :: __2.. _ I' 7 +TW 328.50 +331.5 0 7 / I +327.5 O lR �, I 31 I Q N. 31 (�6Z/�Z_96){ X ll*V*d +FFE 328.75 - o 3 +FFE 330.75 +FFE 328.75 0 2 +FFE 326.75 +FFE 332.75 +FFE 330.75 2 (( o x I X N I +330.5 : 2 : +326.5 E£ I 9 ;s (09 �/26 30 I I (_........_...... 30 133 O E 11 33 1 ' j 7+332.5 ___._....... _.7+328.5--HE IM 1061 F 14- 0 C15 e e e 3 6. FW 8 d I bn O. 1 328. - n d " 0 ❑ ❑ " 28 I 28 Transforme I r ° Transformer ° oo ` SITE HARDSCAPE LEGEND 01 POOL- 2818 SF/ 347 FT PERIMETER. REFER TO POOL SHOP DWGS (1) INTERIOR FINISH - PLASTER (2) TILE LINE - 6" TILE BY: NPT (3) COPING - CANTILEVER EDGE DECK, CONC. (4) POOL LIGHTING - PENTAIRE GLOBERITE LED (5) CLEANING - SKIMMERS WITH DEDICATED LINE FOR CLEANER 02 POOL STEPS AND HANDRAIL, REFER TO POOL SHOP DWGS 03 POOL BENCH, REFER TO POOL SHOP DWGS 04 2'X2' SCORED COLORED CONCRETE DAVIS COLOR: 05 O SUN SHELF' REFER TO POOL SHOP DWGS 06 POOL FENCE WITH GATE, REFER TO DETAIL 4/1-7.7 07 ACCENT WALL WITH SCUPPER WATER FEATURE, REFER TO DETAIL 1/L7.7 08 PERFORATED METAL SCREEN FENCE, REFER TO DETAIL 5/1-7.7 09 TRELLIS, REFER TO DETAIL 1/L7.7 10 6'X6' SCORED COLORED CONCRETE DAVIS COLOR: MESA BUFF 11 4X4' SCORED COLORED CONCRETE. DAVIS COLOR: COCOA 12 LANDSCAPE AREA, REFER TO LANDSCAPE AND IRRIGATION SHEETS 13 NOT USED 14 BARBEQUE, REFER TO DETAIL 3/L6.7 15 CONCRETE COUNTERTOP, POURED IN PLACE; REFER TO DETAIL 3/1-6.7 16 FURNITURE, BY: OWNER 17 TABLES AND CHAIRS, BY: OWNER 18 WALL -MOUNTED FLAT SCREEN TV, BY: OWNER 19 MATRIX POT (M2)BY: OLDTOWNFIBERGLASS.COM ML3018, COLOR: TOAST 20 POOL EQUIPMENT ROOM, REFER TO ARCH PLANS 21 TRANSFORMERS, REFER TO MECHANICAL 22 ACCENT WALL WITH FIRE CHANNEL AND O REFER SCUPPER R ER TO DETAIL 1 L7.7 23 ARTIFICIAL TURF, BY: WWW.SGWCORP.COM COLOR: EV-YOSEMITE 24 CONCRETE HEADER, REFER TO DETAIL 5/L6.7 25 SIDEWALK, REFER TO DETAIL 6/1-7.7 26 STRING LIGHTS BY PARTYLIGHTS.COM, COMMERCIAL MEDIUM 15W BUKB- SEE ELECTRICAL 27 PING PONG TABLE BY WWW.CONCRETETABLETTENNIS.COM 28 BIKE RACKS, BY: PWATHLETICS.COM/RAINBOW 1608-01-BLACK 29 ACCESSIBILITY RAMP, REFER TO DETAIL 6/L6.7 30 RETAINING WALL, REFER TO DETAIL 7/L6.7 31 TEXAS HORSESHOES, INTALL PER MANUFAC. SPECS. BY: OWNER 32 SEAT WALL, REFER TO DETAIL 4/1-6.7 33 RETAINING SEAT WALL PLANTER, REFER TO DETAIL 5/1-6.7 34 WATER WALL FEATURE, REFER TO DETAIL 2/1-6.7 35 6' SCREEN WALL, REFER TO DETAIL 2/1-7.7 D -\ n A_ A REVIEWED FOR COMPLIANCE APR 2 - 7w QW,hI . IA.i ION DEVEI-- i P_ IT 65MICES Designed by: Drawn by: Architect of Record: DRE Date Plotted: 03-18-2014 Issue for Pricing / Bidding: Issue for Permit Application: Issue for Construction Revisions: # DATE COMMENTS AA 3/18/2014 ADDENDUM A ©2014 by Humphreys & Partners Architects, L.P. All Rights Reserved The architectural works depicted herein are the sole property of Humphreys & Partners Architects, L.P. and may not be constructed or used without its express written permission. No permission to modify or reproduce any of the architectural works, including without limitation the construction of any building, is expressed or should be implied from delivery of preliminary drawings or unsealed construction drawings. Permission to construct the building depicted in sealed construction drawings is expressly conditioned on the full and timely payment of all fees otherwise due Humphreys & Partners Architects, L.P. and, in the absence of any written agreement to the contrary, is limited to a one-time use on the site indicated on these plans. U J _ J X Z I- Z O ^ w v , O O C/ r U Q W LLI Z W .-I J o 0 U � W W 0 1171""' CUB Z O HUMPHREYS & PARTNERS ARCHITECTS, L.P. 5339 ALPHA ROAD SUITE 300 DALLAS, TEXAS 75240 (972) 701 - 9636 (972) 701 - 9639 FAX DALLAS CHARLOTTE IRVINE LAS VEGAS NEW ORLEANS NORFOLK ORLANDO PHOENIX www.humphreys.com humphreys and partners landscape architecture, Ilc 5339 alpha rd suite 300 dallas, tx 75240 p 214.269.5150 f 972.701.9639 www.hplastudio.com SHEET CONTENTS: hardscape sheets SHEET NO. COURTYARD ENLARGEMENTS +!D 0" 5' 10' 20' SCALE: 1 " = 1 0'-0" L3,o7 HPA # 13200 -- -- -- ` /7 \-- O X.O:)CQ LANDSCAPE PLAN r9 ff P, Ir emmi �A. - 0-)*1 Al I 1�+T A - 0-* A LI�WA 1� L/26L L�) .i.n.d 'OL BLDG 5 W aL61AIciens T� 1 �I;�d Hied O N v y zz 1 O _ +TW 332.5 ZD/® +331.5 (L �V/8LL0 lam) .r. ..'-• / 10 �1 I I 3• V d ' +FFE 328.75 +33 H +FFE 330.75 +FFE 330.75 ` p +FFE 332.75 6 �) -i-n-d ' �' 1+3325 n d _ 1 (2VZ/8LLo ) H1aIM d ,�f-1=a I M 3 0.5 ... _...._.. 0" 10' 20' 40' SCALE: 1 " = 20'-0" aN / NO�JI F 13 f, If I i (0 9 L / 2 6 L W . iN3MIS�V3 SS1OOV +327.5 n I I' +FFE 328.75 +FFE 326.75 +32". (09 L /26 L L �) . +328.5 LANDSCAPE PLAN +!0 LANDSCAPE LEGEND TREES SPECIES SIZE/QTY QUERCUS VIRGINIANA 3" CAL./5 LIVE OAK ULMUS PARVIFOLIA 'DRAKE' 4 1/2" CAL./9 DRAKE ELM DQUERCUS MUEHLENBERGII 4" CAL./6 CHINKAPIN OAK CERCIS CANADENSIS 3" CAL./10 TEXAS REDBUD TAXODIUM DISTICHUM 3" CAL./16 • BALD CYPRESS ETULA NIGRA 2" CAL./24 + RIVER BIRCH LAGERSTROEMIA INDICA 'DYNAMITE' 3" CAL./26 D CRAPE MYRTLE SHRUBS SPECIES SIZE/QTY NANDINA DOMESTICA (MOON BAY) 5 GAL/110 MOON BAY NANDINA PHOTINIA X FRASERI 5 GAL/26 ®� PHOTINIA SPECIES Q ROSMARINUS OFFICINALIS 5 GAL/41 \` 7� ROSEMARY, UPRIGHT PRUNUS LAUROCERASUS 5 GAL/29 CHERRY LAUREL ABELIA GRANDIFLORA 5 GAL/61 �}}{, GLOSSY ABELIA RHAPHIOLEPIS INDICA 5 GAL/50 INDIAN HAWTHORNE NASSELLA TENUISSIMA 5 GAL/33 MEXICAN FEATHER GRASS MISCANTHUS SINENSIS 5 GAL/12 eW- T MAIDEN GRASS TECOMA STANS 'GOLD STAR' 5 GAL/3 GOLD STAR ESPERANZA ® LIGUSTRUM JAPONICUM 'TEXANUM' 5 GAL/69 WAXLEAF PRIVET O TAXUS X MEDIA'HICKSII' 5 GAL/55 HICKS YEW GROUNDCOVER SIZE/QTY ® TRACHELOSPERMUM ASIATICUM 1 GAL/16 ASIAN JASMINE LANTANA HORRIDA 1 GAL/37 ® TEXAS LANTANA VINCA MINOR 1 GAL/83 PERIWINKLE 0 p HEMEROCALLIS SPP. 1 GAL/3 O LITTLE BUSINESS DAYLILY' ® OPHIOPOGON JAPONICA 1 GAL/129 MONKEY GRASS HEDRA CANARIENSIS 1 GAL/11 ALGERIAN IVY cCq�3 IPOMOEA BATATAS 1 GAL/11 SWEET POTATO VINE SURFACE MATERIALS SIZE/QTY ❑SHREDDED HARDWOOD MULCH 4" DEPTH INSTALL IN ALL LANDSCAPE AREAS MIN. ;:� r SOD AT BUILDING PERIMETER SYNTHETIC TURF IN COURTYARDS LOW VOLT LIGHTING LEGEND O UPLIGHT (TREES) MODEL: MU-35 (MACCHIAULTIMO) QTY: 6 COLOR: WEATHERED IRON FXL.COM LT LOW VOLTAGE MODEL: FX POTENZA X- PX600/PX900 QTY: 4 TRANSFORMER AS NEEDED NOTE. REF. ELECTRICAL DRAWINGS FOR TRANSFORMER, J-BOX/RECEPTACLE AND ALL OTHER EQUIPMENT LOCATIONS. Designed by: Drawn by: Architect of Record: ARE Date Plotted: 04-22-2014 Issue for Pricing / Bidding: Issue for Permit Application: Issue for Construction Revisions: # DATE COMMENTS A 3/18/2014 ADDENDUM A 0 4/2212014 ADDENDUM B ©2014 by Humphreys & Partners Architects, L.P. All Rights Reserved The architectural works depicted herein are the sole property of Humphreys & Partners Architects, L.P. and may not be constructed or used without its express written permission. No permission to modify or reproduce any of the architectural works, including without limitation the construction of any building, is expressed or should be implied from delivery of preliminary drawings or unsealed construction drawings. Permission to construct the building depicted in sealed construction drawings is expressly conditioned on the full and timely payment of all fees otherwise due Humphreys & Partners Architects, L.P. and, in the absence of any written agreement to the contrary, is limited to a one-time use on the site indicated on these plans. U J J 0 x z t-- Z O U) O O — < �~ cry W CD �F— co W -w O O U U Lu Uj _ CD J O 0 O U ry o Z O O HUMPHREYS & PARTNERS ARCHITECTS, L.P. 5339 ALPHA ROAD SUITE 300 DALLAS, TEXAS 75240 (972) 701 - 9636 (972) 701 - 9639 FAX DALLAS CHARLOTTE IRVINE LAS VEGAS NEW ORLEANS NORFOLK ORLANDO PHOENIX www.humphreys.com humphreys and partners landscape architecture, Ilc 5339 alpha rd suite 300 dallas, tx 75240 p 214.269.5150 f 972.701.9639 www.hplastudio.com SHEET CONTENTS: landscape sheet SHEET NO. L4e7 0" 10' 20' 40' SCALE: 1" = 20'-0" DEVROPMENT RVIC 5PLAT FRX-1): t 0" 10' 20' 40' SCALE: 1" = 20'-0" H PA # 13200 IRRIGATION LEGEND EMITTER SCHEDULE PLANT PLANT GPH PER # OF TOTAL GPM TYPE SIZE OUTLET OUTLET PER PLANT TREES 15 GAL, 2 GPH 3 6 GPH TREES 24" BOX 2 GPH 4 8 GPH TREES 36" BOX 2 GPH 5 10 GPH TREES 48" BOX 2 GPH 6 12 GPH SHRUBS 5 GAL. 1 GPH 2 2 GPH PLANTS SHRUBS 1 GAL. 1 GPH 1 1 GPH AND G.C. PIPE LEGEND 1 /2" 4.22 GPM CLASS 200 PVC 3/4" 8 GPM .5" MIN. LATERALS 1" 12 GPM SCHED. 40 PVC 1-1 /2" 30 - GPM 2" 50 GPM I" MIN. MAINLINE SCHED. 40 PVC ------ 2" MIN. SLEEVE D=DRIP X VALVE SIZE #" DRIP EQUIPMENT TORO 700-1 1" ELECTRIC VALVE PRESSURE REGULATOR HYDRO RAIN WYE STRAINER VALVE BOX BY CARSON-OR APPROVE EQUAL TORO T-CEFCH-H 1 /2" FLUSH VALVE —� OR APPROVED EQUAL PVC DRIP SYSTEM - SEE DETAIL THIS SHEET / EMITTER LINE W/ BUG CAPS EMITTERS PER TREE -EQUALLY SPACED CAP OR TIE INTO EXISTING WATERLINE EQUIPMENT (1) IRRITROL TC-18EX-R CONTROLLER Q OR APPROVED EQUAL WATEROUS SERIES 500 2" BRASS GATE ►� VALVE OR APPROVED EQUAL CARSON-OR APPROVE EQUAL VALVE BOXES IRRIGATION PLAN r9 IRRIGATION PLAN NOTE: 1. ALL EMISSION POINTS TO BE LOCATED ON THE UPHILL SIDE OF PLANT MATERIAL ONE EMISSION POINTS TO BE LOCATED AT THE PLANT BALL, WITH THE ADDITIONAL POINTS WITHIN PLANT PIT PERIMETER. 2. SCREEN ENCLOSURE TO BE GUARDSHACK AS MANUFACTURED BY BACKLFLOW PREVENTION DEVICE ENCLOSURES INC. 602-788-5411 OR APPROVED EQUAL. FINISH: POWDER COAT COLOR: DESERT TAN. PROVIDE 4" THICK CONC. SLAB FOR ENCLOSURE FOUNDATION. k7f 0" 10' 20' 40' SCALE: 1 " = 20'-0" 0" 10' 20' 40' SCALE: 1" = 20'-0" IRRIGATION PLAN Designed by: Drawn by: Architect of Record: DRE Date Plotted: 02-21-2014 Issue for Pricing / Bidding: Issue for Permit Application: Issue for Construction Revisions: # DATE COMMENTS ©2014 by Humphreys & Partners Architects, L.P. All Rights Reserved The architectural works depicted herein are the sole property of Humphreys & Partners Architects, L.P. and may not be constructed or used without its express written permission. No permission to modify or reproduce any of the architectural works, including without limitation the construction of any building, is expressed or should be implied from delivery of preliminary drawings or unsealed construction drawings. Permission to construct the building depicted in sealed construction drawings is expressly conditioned on the full and timely payment of all fees otherwise due Humphreys & Partners Architects, L.P. and, in the absence of any written agreement to the contrary, is limited to a one-time use on the site indicated on these plans. U > z �-- z 0 U) z �_ U) 0 O — � � � Cn U � W � �..._ U W z� W 0 - O CD U 0- w W _ CD f 0 a000 0 rV00, O U 0 z 0 0 HUMPHREYS & PARTNERS ARCHITECTS, L.P. 5339 ALPHA ROAD SUITE 300 DALLAS, TEXAS 75240 (972) 701 - 9636 (972) 701 - 9639 FAX DALLAS CHARLOTTE IRVINE LAS VEGAS NEW ORLEANS NORFOLK ORLANDO PHOENIX www.humphreys.com humphreys and partners landscape architecture, Ilc 5339 alpha rd suite 300 dallas, tx 75240 p 214.269.5150 f 972.701.9639 www.hplastudio.com SHEET CONTENTS: landscape sheet SHEET NO. L5.x 0" 10' 20' 40' SCALE: 1 " = 20'-0" HPA # 13200 DECK MATERIAL PER PLANS DECK MATERIAL PER PLANS SHOTCRETE I REINFORCEMENT PER I POOL CONTRACTOR SHOPDRAWINGS�(i� I� POOL BENCH DETAIL 7" WATER LINE 3' 7" TO WATER LINE POOL STEP DETAIL 2 1� K31 PER PLAN PER PLAN PER PLAN POOL/ SPA NOTES: POOL CONTRACTOR TO SUBMIT FINAL SHOP DRAWINGS TO LA FOR REVIEW POOL EQUIPMENT LIGHTING NOTES: -FILTER- SAND TR-100C -INSTALL LED LIGHT SYSTEM TO THE PLAY EDGE OF THE POOL AND TO THE SPA. -CIRC. PUMP- JANDY STEALTH 2 HP -INSTALL A FOUR COLOR CHANGING FIBER OPTIC SYSTEM TO THE CENTER STAGE AREA AND FIBER OPTIC LAMINAR DECK JET." -FOUNTAIN PUMP- JANDY STEALTH 1 HP -INSTALL SaVi LED POOL LIGHTS AT SHALLOW/ LOUNGE AREAS -CHLORINATOR- RAINBOW HC-3315 -INCLUDE " CONDUIT, WIRING, TIMERS, PHOTO CELLS AND CONTROLS AS REQUIRED". -SKIMMER- PAC-FAB -INTERIOR FINISH- PLASTER POOL SECTION POOL DETAIL SCALE: 1 /2"=1'-0" 4" I Lr11 V -� POURED IN PLACE CONCRETE COUNTER 1' �4/'X8"X 16" CMU BLOCK COLORED- CONC. DECK \ COUNTER- ELEV. COURTYARD A MM 07MI'a, M SCALE: 1 /2"= V-0" 4" PRECAST CONT. BOND BEAM CONCRETE CAP W/ (2) #5 AT TOP, FULLY GROUT 8"X8"X16" CMU WITH ARRISCRAFT RENAISSANCE MASONRY UNITS- LIMESTONE 1-8 FINISH GRADE ® • . COLOR SLOPE FOR „ #5 @ 32 O.C. IN POSTIVE ® GROUTED CELLS DRAINAGE ® ® " ` L 911 12" I -_III -I I —III -I (I I—i I I" - PAVING PER =III 9 I I=II I=II I i I=i I I- HARDSCAPE PLANS. ...: •:.... EXPANSION JOINT AT III=III=1 ' • ` ••_ °' ° -- WALL CONNECTION E 12" (� III —III * 4" ..4Q: v'.' `• ' .a,•.. i = 4 TIES @ 24" O.C. =III=) .• • ; .. - (4) #5 CONT. T&B _ _ :,.. 4 • , • •.::. — 3" CLR TYP. 3" CLR URAL SLAB - CONCRETE REFER TO 3" CLR STRUCTURAL PLANS FOOTING 24" FOR CONNECTION L:4 SEAT WALL IV►Cl/`\L VVVICJ 30" B.B.Q GRILL — 37 1 /2" 32" CMU BLOCK CONCRETE COUNTER BBQ GRILL CAST IN PLACE CONCRETE COUNTER TOP METAL DOOR 4"X8"X16" CMU BLOCK WITH BRICK VENEER TO MATCH BLDING 8"X8" LEAVE OUT FOR " , 1' 3' CROSS VENTILATION 8" OF DECK (TYP.) AT 5 LOCATIONS AS SHOWN CAST IN PLACE CONCRETE COUNTER TOP @ 34" HT. _t 34" max 4"X8"X 16" CMU CONC. FOOTING W/ #4 CROSS-SECTION REINF. @ 12" O.C.E.W. NOTE: GAS GRILL- TWO (2) WEBER 4 BURNER (THE SUMMIT) STAINLESS STEEL GAS GRILL W/ BACKBURNER AND ROTISSERIE MODEL # S-440- 30" WIDTH X 23" DEPTH X 34" HIGH 8X8X16" CMU BLOCK WITH RICK VENEER TO MATCH BLDING METAL DOORS W/ LOCKING DEVICE NOTES: EXPANSION JOINT AT 10'-0" O.C. W/24" #4 REBAR LINKING THE SEPARATE POURS. GREASE ONE END OF THE BAR. DECOMPOSED GRANITE/ PLANTING CONCRETE HEADER AREA 2" 3" 4" 6.1 TURF. OR PAVEMENT •y'' ELI �- 11=1 I I=ii 1 #4 CONT. COMPACTED SUBGRADE PER SOILS REPORT CONCRETE HEADER. 7 STEEL SCUPPER BY BOBE WATER WA SCALE: 1 /2"=1'-0" PLAN POURED IN PLACE CONCRETE COUNTER \i 1' �4"X8"X 66" CMU BLOCK l COLORED- CONC. DECK \ LL FEATURE 3ROUND CMU METAL CAST IN PLACE DOOR 10'- 0" COUNTER CONCRETE COUNTER TOP 9'- 8" CMU BLOCK 4"X8"X16" CMU BLOCK WITH BRICK VENEER COUNTER- ELEV. COURTYARD C,D,E RAILING BY ARCHITECT 2' SLOPE PLANTER CONCRETE PLAZA. SEE RETAIN GRADE AS FINISH GRADE AWAY 10/L6.1 NEEDED FROM WALL AND ' �_ CONCRETE TURNDO N BUILDING A WITH (2) #4 CONTINU US 4" CONCRETE - RAMP. MEDIUM ,''• SEE PLAN VIEW — BROOM FINISH EXPANSION JOINT. PERPENDICULAR y SEE 9/1-6.1 ' TO TRAVEL RI ES RI PLANTING SOIL MIX + �a 1 GRADE TO SLOPE III ;�•': ... ,,.: _��.. .�:.�-: —'t: f + I —I 1=1 I •+..:: I- WATERPROOFING ,':: ; 3 , . SEAL 3 #5 CONT. T & B COMPACT SUBGRADE PER SECTION SOILS REPORT ,K NOTE: RUNNING SLOPE NOT TO EXCEED 5% CONCRETE RAMP — 37 1 /2" 32" CMU BLOCK CONCRETE COUNTER BBQ GRILL 4"X8"X 16" CMU TO MATCH BLDING " , 1' 3' 8"X8" LEAVE OUT FOR �•� - �"�•`� CROSS VENTILATION B.B.Q GRILL 8" OF DECK (TYP.) AT 5 LOCATIONS AS SHOWN CONC. FOOTING W/ #4 CROSS-SECTION REINF. @ 12" O.C.E.W. METAL DOORS NOTE: GAS GRILL- ONE (1) WEBER 4 BURNER (THE SUMMIT) STAINLESS STEEL GAS GRILL W/ BACKBURNER AND ROTISSERIE 30 B.B.Q GRILL MODEL # S-440- 30" WIDTH X 23" DEPTH X 34" HIGH CAST IN PLACE CONCRETE COUNTER TOP @ 34" HT. D o 34" max 8X8X16" CMU BLOCK WITH BRICK VENEER TO MATCH BLDING METAL DOORS W/ LOCKING DEVICE 4" POURED IN PLACE CONCRETE CAP WITH 2" BUILDING OVERHANG #4 @ 16" O.C. PLAN VIEW 9 GA DUROWALL @ 16" O.C. VERT 17 8"X8"X16" CMU WALL. STUCCO AND PAINT EXPOSED SIDE TO MATCH BUILDING WALL HEIGHT VARYS, VERIFY TOW WITH CIVIL PLANS. WALL 27• BEHIND ON -GRADE TREE I I I PLANTERS TO BE 8", 1 BLOCK COURSE, HIGHER THAN ADJACENT RETAIN. WALL. I FINISH PAVING REFER TO I — HARDSCAPE PLANS � V-0" MIN EXPANSION JOINT { y V-6" MIN. #5 @ 12" O.C. T&B RETAINING WALL. Designed by: Drawn by: Architect of Record: DRE Date Plotted: 02-21-2014 Issue for Pricing / Bidding: Issue for Permit Application: Issue for Construction Revisions: # I DATE COMMENTS @2014 by Humphreys & Partners Architects, L.P. All Rights Reserved The architectural works depicted herein are the sole property of Humphreys & Partners Architects, L.P. and may not be constructed or used without its express written permission. No permission to modify or reproduce any of the architectural works, including without limitation the construction of any building, is expressed or should be implied from delivery of preliminary drawings or unsealed construction drawings. Permission to construct the building depicted in sealed construction drawings is expressly conditioned on the full and timely payment of all fees otherwise due Humphreys & Partners Architects, L.P. and, in the absence of any written agreement to the contrary, is limited to a one-time use on the site indicated on these plans. U — _I > z F-- Z 0 �z .. � cn 0 < 0 — � ~ v � U Q I__ W � � W z� —w 0 0 (D U ci w w (.') J iC) 0 N—N 0 0 C) z 0 0 EMI ED -O COM LINK APR 2 5 2014 DEVELOPMENT SE RVICES I HUMPHREYS & PARTNERS ARCHITECTS, L.P. 5339 ALPHA ROAD SUITE 300 DALLAS, TEXAS 75240 (972) 701 - 9636 (972) 701 - 9639 FAX DALLAS CHARLOTTE IRVINE LAS VEGAS NEW ORLEANS NORFOLK ORLANDO PHOENIX www.humphreys.com humphreys and partners landscape architecture, Ilc 5339 alpha rd suite 300 dallas, tx 75240 p 214.269.5150 f 972.701.9639 www.hplastudio.com SHEET CONTENTS: detail sheets SHEET NO. L6,9 7 SCALE: 3/4"=V-0" SCALE: 3/4"=V-0" SCALE: 1 /2"=V-0" SCALE: 1 /2"= V-0" _ _ r , I - I Designed by: ADrawn by: Architect of Record: DRE Date Plotted: 03-18-2014 C II O O O O O O -._........-.. -_. -- ._._...— _.^.. ___............. — ___ .-._.._.^. _... _^_.......-.... --.. — ___. ____ ._,m. �... ____ ___.._._..— ___ ___, ___. _..^.. ___..^..... __ —-- O O O fir° ,� �,,, ..---• �..., . ``' � •` �` 1 / ,� �,,, --_ _... � ,� � �� 6f �' f`• # � ° f ,,� ` . `, `, 1 �{ � �I ff{/ r ,,� '� 'y 1, i �, ACCENT WALL WITH FIRE CHANNEL AND SCUPPER -FRONT ELEVATION ROUGH SAWN CEDAR mirror —7mirror 4' � 4' � 4' 4' TRELLIS 2" SQ. TUBING POSTS 2"X2"X7' 3/4" STEEL SQ. PICKETS 4" O.C. TYP. 5' FINISH GRADE 18" MIN. j / P. COMPACTED 8" DIA. CONC. SUBGRADE FOOTING — L 14' NOTE: CONTRACTOR TO SUBMIT SHOP DRAWINGS TO LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. TRELLIS- FRONT VIEW aY'Alj i STEEL SCUPPER BY BOBE ACCENT WALL WITH WATER FEATURE -FRONT ELEVATION RECESSED INTO WALL ACCET WALL WITH WATER FEATURE- BACK ELEVATION 0 NOTE: 1. ALL POOL GATE LATCHES MUST BE 10'-0" O.C. MAX. INSTALLED ON THE POOL YARD SIDE OF THE GATE AND SHALL BE 5" 5" MIN BELOW SIMPLEX LOCK -SERIES L1000 LOCK TOP OF GATE ENCLOSURE SHALL HAVE NO 2. THE GATE OR n N ANY DIRECTION OPENING GREATER THAN 1 /2 I RESTRICTIVE MESH WITHIN 18 FROM THE LATCH INCLUDING THE / 18" RADIUS FROM HANDLE SPACE BETWEEN THE GATE AND THE GATE POST '-611 2" STANDARD GATE HINGE WHICH THE GATE LATCHES. 3. CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR APPROVAL- FIELD VERIFY ALL DIMENSIONS. TOP OF FENCE TO BE LEVEL KANT-SLAM SELF CLOSING GATE (I MECHANSIM BY: KANT-SLAM DOOR CHECK CO.- 1-800-255-2051 5' 3/4" SQ. PICKETS I NOTE: CONTRACTOR TO PROVIDE 6"X6"Xl /4" GALV. IMPEDE PLATE W/ 4 "J" BOLTS WHEN GATE COLUMN IS INSTALLED IN POOL DECK NOTE: ° DESIGN TO MEET 2006 IBC APPROVED BARRIER PER SECTION 3109.3 a•: ` 1 1 /2" SQ. POSTS 4'G.G. POOL FENCE/ GATE. NOTE- WOVEN MESH: MFGR: MCNICHOLS TYPE: WIRE CLOTH, INTERCRIPM WIRE DIA.: 3/6" ROI STAGGERED GALVANIZEI NOTE: 1. CONTRACTOR TO PROVIDE SHO FOR APPROVAL- FIELD VERIFY ALL I FIN GR BRICK HEADER COARSE ALONG WALL BRICK TO MATCH BUILDING Nk SOLID BLOCK CAP W/ #4 DOWEL x 8" EPDXY INTO CAP @ 8'-0" O.C. GROUTED BOND BEAM W/ 2- #5 • 8"x8"x16" WITH BRICK FINISH TO MATCH BLDG. CONT. STD. GA. HORIZ. JOINT MASONRY REINF. @ 16" O.C. ON MIN. OF 2 COURSES. 5'-8" MAX 5 VERTS. @ 24" O.C. 2'-0" LAP OPTIONAL SPLICE AT VERT. REINF. DOWELS TO MATCH VERT. REINF. ALT. HOOK. GROUT SOLID BELOW GRADE. FINISH GRADE #5 CONT. AT 12" O.C. TOP AND BOTTOM (4) - #4 CONT. AT BOTTOM & TOP _ 10" ALTERNATE DIRECTION OF HOOKS TYP. 3"CLEAR CONC. FOOTING 2'-6" CENTERED 5'8" SCREEN WALL. SCALE: 1 /2"= V-0" STRUCTURAL DETAIL STAGGER INCREME 4"X8"X16" ATLAS BRICK ACCENT BAND 8"X8"X16" CMU WITH ATLAS BRICK TO MATCH BUILDINGS REFER TO STRUCTURAL PLAN AND DETAILS FOR 8' WALL FOOTING AND REINFORCEMEN VARIES SIZES OF ROUGH SAWN CEDAR 2 2 2 18" 4X6" ROUGH CUT CEDAR- REFER TO NLENGTHS TN'2.—/TS PER PLAN 1 4X8 ROUGH CUT CEDAR- REFER TO STRUCTURAL DETAIL t REFER TO 8"X8"X16" ATLAS BLOCK STRUCTURAL I TO MATCH BUILDING PLANS �._8. 16"X16" CMU COLUMN BLOC REFER TO STRUCTURAL PLANS COLUMNS 4"X8"X16" ATLAS BLOCK ACCENT BAND T I TO MATCH BUILDING S I FINISH FLOOR PER HARDSCAPE T PLANS AND SOILS REPORT CONCRETE FOOTING ! I STRUCTURAL LANS PER 2'-2• TRELLIS -SIDE VIEW TRELLIS- COLUMN DETAIL L -�; HANDRAIL AT STAIRS REF. DETAIL FOR HANDRAIL 6" MIN- 7.25 " MAX EXPANSION 1.5" DEFLECTION JOINT. TYPICAL 1%MAX. SLOPE TO 4 4" CONC. SLAB DRAIN a .` .•a` .. -.IkI • + E "11VA.- , lei I- I hill►----�I • — i I- - I FOOTING AND REBAR PER STRUCTURAL ENGINEER 1d" CAST IN PLACE CONCRETE STAIR 1 7" ). GALV. i. SPACE ODE IUMS 4" CONC. SLAB EXPANSION JOINT. — COMPACT SUBGRADE PER SOILS REPORT STAIR AND HANDRAIL DETAIL SCALE: 1 /2"= V-0" PERFORATED METAL SCREEN FENCE SCALE: 1 /2"=V-0" 3" SQUARE STEEL POSTS ATED AESH ICHOLS 'JD ADJUST AS O SCREEN METERS) CONTRACTOR TO PROVIDE 6"X6"X1/4" GALV. IMPEDE PLATE W/ 4 "J" BOLTS WHEN COLUMN IS INSTALLED IN SIDEWALK 3" SQ. POSTS 8" DIA. CONC. FOOTING RE �I�WE FOR C IVI�.IA CE APR 2 5 2014 COLI- y1- 6 ANON DE' E-10,' -A'—N ` � VICES ! 11 WIDTH AS NOTED ON PLANS 4" T. CLASS 'B' CONCRETE 3000 PSI MEDIUM FINISH GRADE BROOM FINISH OF D.G. rill 1" PROVIDE 1% CROSS SLOPE ,4. i • 3 S .C% a • 1 I S I-^._..,i rv..IN F..�mm S j( E-----i (j€ ^r.._3 € :_....._.'.—_..E 3 t$ °--i I I £ ! E F t'•I 3 $ 4 £ E 1� ^! i � _I ! FINISH GRADE OF TURF #3 REBAR @ 24" O.C.E.W. SIDEWALK Z" DIA. SLIP DOWEL- 18" 1X4 REDWOOD JOINT LENGTH @ 24" O.C. SLOPE TO DRAIN #5 HORIZ. REBAR @ 4" T. CLASS 'B' CONCRETE 3000 18" O.C.B.W. PSI MEDIUM BROOM FINISH COMPACTED SUBGRADE i F 4 I i I F EXPANSION JOINT 1/4" SCORE LINE, TOOLED TO 1/3 DEPTH OF CONCRETE 10'-0" O.C. OR AS PER PLANS 4" T. CLASS 'B' CONCRETE a 3000 PSI MEDIUM BROOM •4- <: ,.. FINISH COMPACTED SUBGRADE i I [ i � € � € F I ! € 1� i ii i t�# ; � —1 I i�mE t�� 'r €-•�-^� � 4i E l_____S l jjj [( €.�.`I jj I_j_..__- ; �—I ; I--€€ ! ([ [[ ! i• NOTE: ALL SIDEWALKS TO BE 5' WIDE SCORE JOINT UNLESS OTHERWISE NOTED ON PLAN SIDEWALK SCALE: 1 /2"=V-0" Issue for Pricing / Bidding: Issue for Permit Application: Issue for Construction Revisions: # DATE COMMENTS DA 3/18/2014 ADDENDUM A @2014 by Humphreys & Partners Architects, L.P. All Rights Reserved The architectural works depicted herein are the sole property of Humphreys & Partners Architects, L.P. and may not be constructed or use&ithout its express written permission. No permisson to modify or reproduce any of the architect ral wo1cs, including without limitation the constructi.0t bf arvy building, is expressed or should be impv.reu from delivery of preliminary drawings or unsealad construction drawings. Permission to construct the building depicted in sealed construction, drawings is expressly conditioned on the full and timely payment of all fees otherwise due Humphreys & Partners Architects, L.P. and, inthe absence of any written agreement to the cci*'31y' { is limited to a one-time use on the site indicated on these plans. 1 .I U V >< , - �z � U' O ry ~ CO U Q W LU W z - W O O CD v L1 W 1 1 1 V 0 O U o • z O O I HUMPHREYS & PARTNERS ARCHITECTS, L.P. 5339 ALPHA ROAD SUITE 300 DALLAS, TEXAS 75240 (972) 701- 9636 (972) 701- 9639 FAX DALLAS CHARLOTTE IRVINE LAS VEGAS NEW ORLEANS NORFOLK ORLANDO PHOENIX www.humphreys.com ' I I humphreys and partners 4 landscape architecture, Ilc 5339 alpha rd suite 300 dallas, tx 75240 p 214.269.5150 f 972.701.9639 www.hplastudio.com SHEET CONTENTS: detail sheets SHEET NO. L7*7 H PA # 13200