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HomeMy WebLinkAboutWOLF PEN CREEK LOWER TRAILS (2001);�r � f• 9 a , 1 j / C�� (7 - r-nny ` r Apr _ r'Y �� j�r � BUCHANAN SOIL MECHANICS, INC. 206 N. SIMS AVE. <. BRYAN , TEXAS (979) 822-3767 KERR SURVEYING COMPANY 505 CHURCH ST. COLLEGE STATION, TEXAS (979) 268-3195 ROBERTSON CONSULTING ENGINEERS 1008 WOODCREEK DR. COLLEGE STATION, TEXAS , (979) 693-5454 BERG - OLIVER ASSOCIATES 14811 ST. MARYS LANE SUITE 263 HOUSTON, TEXAS (281) 589-0898 SWOBODA ENGINEERING 701.0 COYOTE R U N BRYAN, TEXAS (979) 774-3400 ROBERT B. RUTH REGISTERED LANDSCAPE ARCHITECT 3131 BRIACREST, SUITE 112 BRYAN, TX 77802 (979) 776-9692 ENGINEER: - ITCHELL & MORGAN L.L.P. 511 UAII VERSI TY DRIVE E., S TE 204 COLLEGE STATION. TEYA S,,7,77840 9-260-6963 a ' • • 13 �c f' !'01 M., i }b:a}.E J'F LdQJ6ld.f w. ear. an - -..ice. '� w* 4i X';'.• i �5m, Q�Q c V� l - OVERALL SITE PLAN v G 1 - GRADING PLAN # 1 & #2 G2 - GRADING PLAN #3 & #4 G3 - GRADING PLAN #5. & #6 G4 - GRADING PLAN #7 G5 - STORM WATER POLLUTION PREVENTION PLAN G6 - TRAFFIC CONTROL, STRIPING AND SIGNING PLAN G7 - DETAILS PLAN Al - OVERLOOK STRUCTURE PLANS & ELEVATIONS A2 - OVERLOOK STRUCTURE SECTIONS & DETAILS A3 - KIOSK STRUCTURE PLANS & ELEVATIONS A4 - NEWEL STRUCTURE PLANS & ELEVATIONS Sl - OVERLOOK & KIOSK FOUNDATION PLAN & DETAILS S l . l - OVERLOOK & KIOSK FOUNDATION PLAN & DETAILS S2 - OVERLOOK & KIOSK FRAMING PLANS & DETAILS El - SITE PLAN ELECTRICAL E2 - ENLARGED SECTION 1 ELECTRICAL E3 - ENLARGED SECTION 2 ELECTRICAL E4 - ENLARGES SECTION 3,4 ELECTRICAL E5 - DETAILS ELECTRICAL E6 - DETAILS SHEET 2 ELECTRICAL L 1 - LANDSCAPE PLAN - FIFATURE AREAS, PLANT LIST L2 - LANDSCAPE PLAN - FEATURE AREAS, PLANTING DETAILS L3 - LANDSCAPE PLAN TRAIL - AREA 1 L4 - LANDSCAPE PLAN TRAIL - AREA 2 L5 - LANDSCAPE PLAN TRAIL - AREA 3 DI - DETAILS D2 - DETAILS D3 - SITE FURNITURE AND FIXTURES D4 - SIGNS Il - IRRIGATION PLAN - AREA 1 I2 - IRRIGATION PLAN - AREA 2 VICINITY MAP SCALE 1 " = 400I3 - IRRIGATION PLAN - AREA 3 I4 - IRRIGATION DETAILS OWNER: � INDEX OF SHEETS CITY OF COLLEGE STATION 2613 TEX-4S AVENUE SOUTH COLLEGE STATION, TEXAS 77840 (979) 764-3690 K PROJECT BENCHMARK: Chiseled Square in the top of concrete box on the north side of Holleman Drive 600 feet west of the driveway into the Post Oak Mail / Elevation: 268.96 `'9 �O ��J` -� ✓ ! l/ (% ?j?, "r��9 t j fir----/' ?�,7) I d- � + i J TB� = CH LED SQUA N • /i' OF CO ETE BOX ON NO `SIDE ? OF CIILEMAN+ B 600 FT T OF I TH DRIVEWAY INfiO T PO,S`T OAfIC�A L i + Q �/ ,f _ 63638. 14A- t t - 71977.76 �- - --- - .-� .+?6> % ' TRAVERSE K IN L + o 63700.81 33.24 +>�►''` !`-�' + Jir y + �s� ` SEE^� 4'i TRA1�E "• - 6 13 TRAVERSE X = 64288.33 Y = 126�.46 INSE7� A / X - 6 r Sta�'ar50, us u Out . E DR + A + ?6? Point of 'IT1t 4-6 Sta. 6+20 Overlook qj Structure Sto. 1 1 +45 IL Trail Node + 5s , CE�F / • '°" a,� - - ��;`_Ciosk Structure • "`-�= Sta. 51 ` } SEARS < < Overlook 4 �` ' --- � " t Strucure � � - i Trail Node jj11 Q'J\j�-/� %f +1669 Sta. 50+50 L Poin of Interest _ 1 r i HOLLEMAN DRIVE P I Existing Curb to Remain _ �V-- 114 MILE iml 11 Sta. 53+-r Trail Node 5, fi- Contractor to Remove and Replace 5' of Sidewalk in this location and insert 1/4 Mile Marker. Refer to Paver Inlay ' Details on Sheet G7 and 1/4 Mile Marker Detail on Sheet D2. Expansion Joint Expansion Joint INSET A- NTS' " FILE 4w. kleat-Ad" PLOTTED: 06 Nov 2WI - 4:06 pm DRILL (DO NOT GROUT) SMOOTH DOWEL BAR, See detail SEAL W/ EXPANSION JOINT MATERIAL for diameter, length and spacing (SONOBORN SL-1 OR APPROVED EQUAL) (3/4"08" 0 12" O.C. for curbs & conc. pvmt. Install per Manufacturer Specification 3/4" (1/2'x18" 0 12" O.C. for sidewalk) BACKER ROD See Pavement ^-T CENTER IN SLAB Detail ` NEW CONCRETE EX. CONCRETE CEREMAR FLEXIBLE FOAM - 6" EXPANSION JOINT FILLER (OR APPROVED EQUAL) NOTE: 1. CAP MUST BE LONG ENOUGH TO COVER 2" OF THE DOWEL WITH ONE CLOSED END AND WITH A SUITABLE STOP TO HOLD THE END OF THE CAP AT LEAST 1" FROM THE END OF THE DOWEL BAR. 2. EXPANSION JOINT WIDTH SHOWN IS THE MINIMUM. SHOULD THE SEALANT OR PLACEMENT CONDITIONS REQUIRE A GREATER WIDTH, THE GREATER WIDTH SHALL BE PROVIDED AT THE EXPENSE OF THE CONTRACTOR. CONCRETE EXPANSION JOINT (60' MAX. SPACING UNLESS OTHERWISE INDICATED IN PLANS) nW*AE CONC-ecp�A" PLarnM, OB Nov 2001 - 11:13 am I O Sta. Rest,. 1e-ss ?6 x KEY TD TRAILS 4 A41LE IRKER 9 v , - ?63, DR. TRAVERSE 3r�3 X 6.._82 r JJ014. 58 1 I + ?� l .}- 69 �f +?SSS WO 4oI Allo�s's so :LU J •eb��i� a 4� W: 11 �` % 6 J (� • c+J 31 -� W l., o v� f sti I N ! 1 m m p c v ac NURSERY ' (VACANT + 0 I � P 'pf' Mre# a t,,tAi OU �j f • 1 _1 0X21 J o� X. 0. Q N 02 �. •r\ iiI T? r P r- o r N o � i �'"� '`'••� -' ��`.t'1 �t I /` t '= V o � in m °' c i; a, rs 57, Q O Ham. W O 0' >"_�f�}� + 6 1 \ + ?S6 ---� 6 + -SS f ? 1 J + ya U N � N L apno (1)0 cr)o I 1 •o~ -� Lo -4- a v s ..Sll • x � c• SEAL w EXPANSION JOINT MATERIAL SMOOTH DOWEL BAR. See acing 1 gsn / for diameter, length and spacing �-- - (SONOBORN SL-1 OR APPROVED EQUAL (3/4'x18" O 12' QC. for curbs do concrete pwnt. 6' 1/2' o x Install per Manufacturer Specifcotton 3/4• 0/2'08O 12' O.C. for sidewalk) o BACKER ROD 1 R`3" 0 See PavemenSECOND CENTER W SLAB m Detail h �RS>G :.,sf(AND HOUR n CEREMAR FLEXIBLE FOAM -� S. I- 3' LONG METAL OR PLASTIC EXPANSION JOINT FILLER CAP INSIDE DIAMETER 1 (OR APPROVED EQUAL) To ET172IOF DOWEL BAR AN � NOTE: 1. CAP MUST BE LONG ENOUGH TO COVER 2' OF THE DOWEL WITH ONE CLOSED ENO AND WITH A SUITABLE STOP TO HOLD THE END OF ` THE CAP AT LEAST 1' FROM THE END OF THE DOWEL BAR `j4 Bars O 18 O.C. ` 2 EXPANSION JOINT SHOWN IS THE MINIMUM. SHOULD THE TYPE 3 CURB SEALANT OR PLACEMENTT CONDITIONS REQUIRE A GREATER WIDTH. THE ' GREATER WIDTH SHALL BE PROVIDED AT THE EXPENSE OF THE CONTRACTOR. 3, G-SEAL 626 MODIFIED PVC MATERIAL AND REDWOOD MAY BE SUBSTITUTED FOR SL-1 AND CEREMAR FOAM_ MSTALL PER MANUFACTURERS RECOMMENDATIONS, FOR USE WITH CONCRETE PAVEMENT OR APRON p NOT A SEPARATE PAY ITEM a C g 7FMS MATERIAL MAY ALSO 8E USED W CONTRACTION AND LONGITUDINAL JOINTS. NTS 41 TYPE 3 CURB SHALL BE MONOLITHIC w EXPANSION JOINT � � %�ry � �� 9 F�� � (60' MAX. SPACING UNLESS R F i I P OTHERWISE INDICATED N PLANS) c :3 1/4" WIDE x 1' DEEP GROOVE ,ry METAL KEYWAY PLATE SEAL W/ JOINT MATERIAL SEAL W/ EXPANSION JOINT MATERIAL W/ FORMED GROOVE (SONOBORN SL-1 SEALANT C (SONOBORN SL-1 OR APPROVED EQUAL) EDGE ROUNDED TO OR APPROVED EOUAL)_ cv� Install per Manufacture's Specifxztkxts 1/4' RADIUS 15' MiN. LATERAL REINFORCEMENT C to 3/16' LAP (SEE PAVEMENT TYPICAL Min. Depth - T/4 fl i SECTIONS) 1-1/2' for Sldewalke See Pavement Detail - -` See Pavement ------•.-*- Detail g o rtr LONGITUDINAL SECOND POUR REINFORCEMENT RCE ENT FIRST POUR N r Q� o� 4 (See REBAR TO BE CENTERED IN SLAB � y� CONTRACTION JOINT LONGITUDINAL JOINT ay age See detail for spacing _ x°O� LONGITUDINAL JOINT SHALL BE REQUIRED AT THE t '- o STREET CENTERLINE } LIGHT BROOM FINISH. GENERAL CONSTRUCTION NOTES: JOINTS TO BE TOOLED 1. It shall be the responsibility of the Contractor to verify the exact 6. It is the responsibility of the contractor to comply with all State 1/4- DEEP O 6' INTERVALS location of ALL existing underground utilities. Furthermore, the and Federal Regulations regarding construction activities near energized EXPANSION JOINTS o 60' O.C., •J Contractor shall contact all utility company representatives a minimum overhead power lines. Additionally, the contractor shall coordinate all CONTRACTION JOINTS o 6' O.C. of 48 hours in advance of any excavation. proposed work and procedures with the City of College Station a. Contact Dig Tess 0 1-800-344-8377 Electrical Division and where applicable, Bryan Rural Electrical r 2' to' or t2' 2' 4' 4'--{b. Contact Kimberly Winn at TXU. Tel: 774-2506 Department. ExIs'nNG C. Contact Mike Lavender at Cox Cable, Tel: 846-2229 7. All materials & labor not identified as a Separate Bid Item shall be GROUND x Ys PER FT-._ EXISTING d. Contact College Station Electrical Division considered subsidiary to the item in which it is used- GROUND NO REINFORCEMENT REQUIRED Tel: 764-3660 8. The Contractor must provide construction staking from the ! O FOR CULVERTS PIPE ENDS SHALL BE CUT 24" Ir e. Contact College Station Parks Deportment information provide on these plans. `� j FLUSH WITH CULVERT Tel: 764-3486 9. Trees to be protected are shown on these plans and will be fenced 1' (typ.) 5' VARIES 5' f. Contact College Station Water/Wastewater Department prior to the start of construction. 4" min. t Tel: 764-3660 10. All soil exposed by construction shall receive Solid St. Augustine Sod. 6' LIME STABILIZED SUBGRADE 1t" PER FT(MAX) g. Contact Gary Benta 0 Verizon, Tel : 821-4791 11. Trenches may not be left open overnight. CLASS 'A' CONCRETE �•1 HIGH SIDE 0 3 12. Coordinates shown ore based on an assumed bearing system provided (,00 psi) THICK MIN.) O.C.E.w. OR t: J A. � 2. All construction shall be in accordance with the current City of �, jl3 BARS o 12' , bKerr Surveying. y 5 College Station Standard Specifications for Street Construction and Ifa BARS o 1s" o.C.E.w. rr� 4' LIME STABILIZED SUBGRADE WALKWAY 13. Relocation of Mailboxes is the responsibility of the contractor. The v LOW SIDE k CH40 PVC PIPE \ City of College Station Water and Sewer Specifications. All inspection contractor shall coordinate with the property owner prior to moving said shall be performed by the staff of the City Engineer of College Station_ 10' AND 12' CONCRETE SIDEWALK All construction shall be coordinated with the City of College Station mailboxes. ` NOTES - 8" SCH40 �_ City Engineer. 14. Adjustment of Water Meters, Valves, Manholes, Irrigation Systems, l ' ' 6" 12" TOEDOWN PVC PIPE and any other Public or Private Utility, etc. are not separate pay items. 1) DOWEL IN AND TIE TO ANY CONCRETE STRUCTURE ADJACENT TO SIDEWALK. (DRIVEWAY, INLET BOX, CURB, 3. In lieu of using the construction materials indicated in these plops, the Contractor shall obtain written approval from the City Engineer for The Price of the adjustment shall be subsidiary to the construction of JUNCTION BOX, ETC.) WITH #308' DOWELS ® 12"O.C. OR /4x18" DOWELS o IS' O.C. & AN EXPANSION JOINT 6" CONCRETE UNDER PIPE 2 sgyd y Sidewalk, Curb, Driveway, etc. 2�1,` # 8� S�DEwM.KS s44ALA- r-letr -r4*- 9Ame ps�EHE►+r (,QoGS SeC TO&I _ SWA•t.0 6'RAo1uCr HOT O G ansubstitution. Requests for changes should include product 2 sgyd RIVER RA 15. The contractor shall coordinate with TXU, Cox Communications /+ �/� I"LCL-�¢ RIVER GRAVEL 1 " MIN. DIA information and an engineers seal where applicable. The contractor and Verizon to adjust the location of Existing facilities. _CONCRETE 50 /TALK DETAILS 1" MIN. DIA SECTION VIEW TOP VIEW shall be financially responsible for the engineers time spent reviewing 16. The boardwalk detail shown on sheet G4 is for use in the three changes and redesigning based on contractors requests. designated enviromentally sensitive areas. The contractor shall NOT NTS CROSSPIPE& CULVERT DETAIL (NW 4. Trench Safety Requirements shall be in accordance with O.S.HA disturb these areas. Foot traffic is the only allowed use in these areas. 1ROMmU Smew "- "+ Standard 29 CFR Part 1926 Subpart P. For general requirements, see worm 1e av no - W+a a• nLouu/E a•a Sheet 12 for details. Where the water line, electrical power, and telephone lines need to PLarrm: 07 Nov 2D01 - 8:43 o.., cross these areas, the lines shall be placed in a conduit and strapped 5. TRENCHING AND BACKFILLING: All trenching and backfilling shall to the side of the boardwalk. conform to the specifications set out herein. Testing sholl 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 sidewalk footprints and shall extend 5' beyond the curb lines of aN streets, alleys and parking areas. Of 34 Sheets 17 a fs-ss i. # i ,s--ss �- _ y-s - CAR• L^, + If LI/% EXISTING TRAIL PROPOSED TRAIL & IMPROVEMENTS , a AMW PROJECT BENCHMARK: Chiseled Square in the top of concrete box on the north side of Holleman - -• .�4', _ Drive 600 feet west of the driveway into the Post ;% r Oak MOIL ----- - _ - 0--r/0r/ Y= P.I. Location on Trail 0 LLB 6-1 I- Elevation: 268.96 - X Elev= •; ' �� Yam• ��m G?if9 Proposed Grade q w . P • (every 25ft Station) �' ** p �•.� OSanitary Sewer Manhole L L E�/j Proposed Contour DR. t 5 0 r r Existing Contour �`J1 Property Line cn X= 6314-0.0 - - - Easement Y= 11485,62 100 Year Flood lain Line o � in Bus Tura Out Elev= 266.27dway P I �rO ne 1 inch = 20 feet W'a m Scale: • ••••• • • Drainage age Swale S+pO LIMITS OF REMOVAL OF EXISTING CURB &GUTTER. __ _•.-_ ..- r m CONTRACTOR SHALL PROVIDE CLEAN SAW CUT AT ENDS. *$1 cN (SEE SHEET G7 FOR DETAILS) �- Sanitary Sewer Line > X= 63291.75 _ c m o r� j; zC- ,� Water Line m ,o X= 63191.19 Y= 11540.68 G Elev= 267.15 �� - - o 0 X= 63269.25 ? Y= 1 1564.43 `�� t _,,_„_,�,,_,.-,, _,� Handrail Z `a e s;-_ _ X= 63279.92 x gz 5+5p + Y 11495.03 Elev- 267.19 ao Elev= 266.84 v Y= 1 1553.84 + _ - r--�� , Environmentally + - _ �---•-�. J Sensitive Area • `` .�`. �i � ,.,, ,z f +� ci, ^- --- `o OD lev= 267.1LA N _ -- - Z51r0t Boardwalk �+ cn E 8_ t : � • .: Ob' 7+50 � 8+ 0� _ _ "i' ' � t roposed 265 Landscape ' _ _ _ _-- - WOLF 266 W. o 4 O cn xs O r 262 12 Linear feetr �,' � � O' '� '" 261 Seeanheet G-7 & !,�' �`,%4 ° o (P -- A '' Zias '� '�4�r SCULPTURE LOCATION v ' :..y' - EMERGENCY EXISTING TRAIL PROPOSED TRAIL 260 -3 for details) 'f z i0 - •�` - _ 100 YR FLOODPLAIN _._.. .�\ TELEPHONE t 259 X= 63158.18 Y= 114-89.36 R 8 4S .,,....._ -- 25 i r� i Elev= 267.92 R9P 3 265 X= 63217.3 X- 63254.55 �s c .�-. 256 FF 1 21J56 5 SAW CUT Y= 11507.87 264 Y= 11528.39---.-___ 6 t \ -•- , -� , -` lev= 266.93 263 Elev= 267.16 - ---- - Y- _ ___, �16 254 °X= 63164.$7 ' '. �� - -- - 41 Y= 11459.55 x = 6317 t .37 R�8 , 262 r" 2 _ T 264 t, Y= 11489.95 6 \ Elev= 266.68 _ 261 ;p X= 63541.91 t Limits of Removal g o O. = 12.36 of Existing Sidewalk -6 at • • ' • X= 63140.31 '' Match Existing Grade ` ', o w E > X= 63110.53 ; :: ::: ;- ; . • • - 26p - Center 6 13' i" o Y= 11437.06 Y= 1 1420.53 --- �60 C t Of 2 c ' x � _ Radius c m M > d" _ _ t �'Cp U_CdF-q T� %� �D FF=266.25 •••, • R \ w .L'�� c a '=roan'c c f! P a 264.06 264.41 maw®,ro°°c>co Stc.6�-2025 ���ra 26428 �c o�N •a�a°w0oa°' WETLAND - (DO NOT DISTURB) 258 _ o 0 t � 0 VERL 0 0 K `S> X- 63526.14 'rJ' ! - is t Y= 11600.65 Sta. 7 1+45 256 elev.= 264.60 N Varies - See Plan View � 6' • STRUCTURE 12- 254 - Trail Node 264.96 z _. 5 i 262.50 265.05 264.60 - KIOSK �. in \N15 \ \ \ \ \ \ 264.46 \\�\\�\\�\\�I�L \�\ ' % 4z X= 63542.8 STRUC TUBE • \/\/\/\/\/ /\/\\/ /\ PROPOSED REfA NG WALL / b . Y= 11603.41 Y �:- Limits of Removal rJJJ r JjJ rJ rJ rJ r rJ JJ r•' r 'rJrJrJ J r'rJrJ'rJ,J.,rJJ rJJ rJ, rJ J J J Jrr'JJr JJJJrJ',JrrJrJr.JJ J-' JJrJrrJJrJr'JJrJ'J,JrrJr,rrJ JrrJJrJrrJ JJ rJ JrrJ,r' rJ JrJ ,r,rr JJ;r'r J JJrrrJJrJrrJ JJ JrJrJ,r'JJr,J rrJrJr,rJrrJ JJJr J rrJJJrJ r el\ev.= 264.60 NrnCrDI NaO^I7 `'�'•' , °p o4 Bars 018" OCEW Vof Existing Sidewalk 0 •0oMatch Existing GradeNOTE: CONTRACTOR TO PAINT VALVE 261.50SECTICNA-A.32 LOCATED INSIDE VALVE BOX AT THIS EBIB 264 OOK ATE LOCATION. COLOR OF PAINT TO BE C264.96 LENAM HIS SECTION TO BE USED WHERE SIDEWALK IS TO BE vC OTE07 .201 264.48 (mn S•cwr�Adry T PPLACED IN A FILL SECTION (REFER TO PLAN VIEWS). 264.06 Qm WITH ENGINEER. N J • Sta. 51+28 �.� OVERLOOK 12* - - - min. 256 1` STRUCTURE 7 • � 2 X= h3428.45 7. 60 21 Y= 1350.7-7 215 Linear feet f Handrail R=2' X= 63402.See SheetA; 7_62 •• A 3 for details! i Y= 11328.4 • � �� - - ... •,.'•' - , , . • 264.47 • 12 17 Linear feet ` 25 2k'4., 1 6 f Handrail. FF267.50 • Amin. See Sheet G-7 e3e / �-3 for details) x • 0 } 264.97 - t e a - .• w 0' ' 26 .96�26�4� / 0 X= 63413.2 y l •• 26 ,\ � 2$ 6 Y= 11308.77 267.17 •.• •• ' rL68 0 268.35 268.7 0 ��.., �\ ` • 266:47 2 �%' !A _£- + + 268 < 265.13 ti �z .-� X l 262.69 0, OS+ -__ --6� fX '� X= 63489.29 X= 635 9.6 ti 50+50 1 __ - Y= 11363.61 Y= 113S2.85 262.01 ,,�- �-,.,.40.p0_-- _.__ __�_. -'' / � S R=75.40' X= 63484.25 - _ 00} t5 267.75 s� 266.68 Y= 11352.57 / F1LL • . ry W • ' m_ +- �tr C m ' all U 1 m n i, r � JJ rJ t r rJ rJ t rJ rJ rJ rJ r•J rJ rJ , _ 1 J 'J r✓ rJ rJ- .i JJJ rJ rJ - r rJ rJ rJr rJ J J rJ r t Scale: LIMIT OF SIDEWALK 1 inch : 20 feet r � C J rJ rJ rJ REMOVAL C °x rrJ �j ;J BY CONTRACTOR t o ^ J rJJ X= 63674.35 E 1 o f r d Y= 1 1501.53 `J �, 4 a �p 4 $ o g rJ rJ rJ K \ t S t VI . 13+30 1\ C N 0 J N v3 = o c CC rJ rJ rJ Trc il Node Y J r rJ r�rt 6 l• r �.. A rJ rJ NEWEL 1 P STRUCTURES rJ rJ rJ LEV=259.50 - r w • rJ rJ � S • p Y CT rJ rJ rJ J G; . also ~ • • rJ rJ rJ J s • �' r i 0 N p~ J J J J rJJ rJ rJ rJ ,� �2, Om o .J J ~rJr • 260.45 262.55 � J � X= 63179.46 J� J j rJ rJ o 260.34 r 262.4 Y= 11 J04.66- o / 4 Elev= 1.59 J - r; rJ rJ J JJ 260.97 �� J J JrJ rJ 260.57 �All ` rJ rJ j, 63703.38 2 J rJ Y 11480.48 El = 260.31 �A� •Opr. J \\� \\ `'�;�- � ,l�O• �0 „� DRA rrJJ� 261-09 \ �- 261,99 2 .6� k ', l\ \V, 267.41 OrO NEWEL STRUCTURES J \ a l� j 268.73 ��L LEV=260.00 rr; X= 63395.1 �..,J _ rJ � 261.21 .n � ° Y= 11281.54 /C 261.63 • r �; A s� 268.78 /r rJJJ r, 0 er r rJ rJr \ X= 63736.16 X= 63750.10 \ 63380.89 O t, 269. i Y= t 1272.63 t, J 'JjJ; \ Y= 11482.42 261.1 1 Y= 11499.99 1� • J rJ r Elev= 261.87 Etev= 262.39 %* rJJJ \ � 4 tc0 . 53+5�Sta. 50+50rrr l\ J \ r rJ Qc Porn t o f ire teres t ,q._ rJ ` LIMIT OF SIDEWALK - 592.48 / T ra rJ J� de - REMOVAL J r r HEADWATER , 13$1. 4 J r r 'J rJ JrJ rJ ��ll�� \ Q ��y�•, - - - - rrrJ J J r rJ rJ rJ r r CP (Environmentally J J rJ rJ rJ rJ J rJ r rJ rJJJ o' \ . � •. r-1 rJ J rJ rJ � �a „a 269.7, Sen3ftNe Area) ! / •••.•�' rJ r J J J J rJ rJ r rJ i J rJ rJ rJ ,rJr rJ rJ rJ \ . 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Real Alchemy /., L.P. 259.41 �� 261.05 Y- 11499.99 s� 260.42 Storm Sewer • Vol. 2205, Pg. 24J 259.65 260.17 Ar • "" 261.27 Elev= 262.3 �- `,, � 261.34 260.35 _ 261.03 '" • �� X= 63736.12 260.89 � 260.54 -!'"'"L - ` Y= 11482.39 / 260.50 orb, Elev- 261.87 �. 261.22 / z �._ z • - a � t f ` \ �. Ja 260.57 260.69- 18 0 261.05 `� �'' �' --___ -" --- 18i _ t 261.71 259.90 t5{� -�__ ._ -- - - -- 61 c� AMP N. • 0 co ■� i1a •• • ppW i Q•' a cWcrM O: `m H 0-5tn� b N / o �-3IM mom.- N> c ' ski C: o g zo ov sv n � cn , O 7 N tY 261.27 � 1` 261.17 260.52 t---, - rg+DO r a y i t� 261.15 260.49 I �' I 260.47 Nr `o 261.4b ., 260.65 26fl.64 17 260.59 260.84 c' - 26fl.28 25g 5, •` M1+iN 261.15 rn ' o \ 261.20 260.15 i-- • . .261.46 262.09 25a?a ra1.94 26100 26098 % 2 Z .- 260.79 - 260.72 I> 261.39 - 1 �xS c of 251.08 261.05 .� 261.51 55 a o 261.39 261.12 260.40 / 6,�50 260.76 260.81 -- 261.29 ` �` 58 g6 25� J ­C >+ , 260.93 �- - 260.66 M 2 J a n o C .0 •- o 260.61 260.88 260.62 260.74 EXISTING STOR, SEWER.,MANRME = "-_ - �o° W v c cow 1 0 260.86 - r-'a !' REMOVE CO .&-REPLACE WITH �' •-� d ° L o �• ?' l COLLEGE ATiON STORM SEWER LOGO �- 260.52 �,o n o 1 0 258 �_ _ 260.40 - x� w N c ° 2-*L p 260.83 MANUFACTURED BY E.J.I.W. OR " - - - _ _ _ / ' DS o, c - o o o in u, _o APPROVED EQUAL. 256 - -- ' s c°> Z° ;'0 - 'r"rn`rna 261.32 M.H. Et.EV_ . _ f 03 5-t 7 � v.- o, x A m q o Z - o CD 1° v Lou w o 0 o,, ` 3 \ SAS! - +9t X= 63932.95 -'f r 252 X=-64.192.41 v o > T' at •'� � m 00 Y= 1 1548.78 - f,�.- J J rJ rJ �`�-.- Elev= 260.54 rJ .J r r r _� r = 1 7 . 8• a Og Se .. rJ �;,rJr;�rrrrJr;�J��:.-,.-,N; rr�Jr.J_rJ J rJr;JrJJrr r.,^ g0 rJ rJ r r rJ J rJ `� 260.91 261 03 r,rJ r; J; J rJ' ��,-:"`rJ irY. ev=12 9,5� 25 yg 18 StorR' RoP > •'--.,��� r.J -+ N r"IM 25 O J rJ r' r J j J rJ r J r rJ J rJ J.r r r rJ r' rJ -P'r rJ r'`J'� t�P � %,--."-"` J r•. rJ rJ rJ'J rJrJ M rl JrJ y' rJ rJ r' rJrJ rJrJ J r '' rJrr r � J r rJJrJ r+J"r r Jrr rJr.~r rJ �•-r �. rJ rJ y / -Yi rJ r'J,i J rJ rJ J rJ r' J ;,'J J r'J - .J JrrJ JP J.JrJ ' J Jrr rJ J rJ J rJ -� r•i J Jrr fr rJ rJN J,-A„rJ JY 261.24 J J r j J j J rr-+ rJ rJ J J , ` 61.10 �1/4 MILE MARKER ( r rJ r �rJ J __ _ 2$� , rJ rJ•J ; • J `.`261.17 SEE DETAIL 03 J ^• rf J rrJ r; J r _ ______ ON SHEET D2 J ; 'JrJ r 'rL' r?r. J J _ - - _ :_ ... 252. _.JJr' S`;Z 2 J 'J rJ rJ rJ _ _.. - r " 6Q-rJ 'r•rJ rJ -' ... r r ' 'r' rJ r r� ° rJ \ ._ _. .. _... _ .-,. J�'�56 r 6.80 Acre Dedication Troct r r 1 Vol. 2205' rJ `, Jrr-. J � • _. .. - J rJ r N -�► , Pg. 243 Jr,r JrrJ r; J rJrr J C' 255 CV f�) r oD ri J , •\ JrrJ 1 J, J rJrJ _ - '- - .._,._ C71 CV `r J J' JrJ ' r J Jr J ' r J rJr (ii CT, r+-••..i. Cr i 4 258 rJ'r Jr'j 254 - Ci% 1 a1C- � 7 O - m 4 O kN [Y h • C 4u G IS -SS 264 18-SS 18-SS Aid ta_SS Top Existing 8 ter Line - - / Zr i-"172 on , 'of 262 ss Servi 260.65 r`t `L`� `~ 1g'� ----� " - .r ' '`-, �.., x 260.17 � TREE FENCE 260.53 ti"'t 18-SS 259.76 \ T� Lot 2, Block 2 ---- _`'^ \ i Post Oak Mai( e • _ l 260.94 ,8_� in f -t 259.38 � c 263 / ,a` _ 260.86 _ 23+00 \ Eqs Real Alchemy /., L.P. S • • e _ / X= 64295.6� \F� Vol. 2128, Pg. 199 & 204 Scale o g 'n �.79• s Y= 12070.75 ��r 1 inch 20 feet g o" f y c � g o"'.X*, - sr lev= 259.42 \ �i Y • e S�o / 260.74 ta- \ F a Pii g a ° � � / 260.33 % 1 r - 'A 259.14 259.02 �'! Vfi a 3•� 263 / J 2 1.18 l8 �. �a_Ss _ o N r � g 258 -' / X- 64226.81 / 4 ta_ 261 v r, Y= 11292609.2159 1260.19 x -' '' 77 2 2 00 259.E ` ~ 1 _ _ LX 25$.66 `6r.2 Elev= 260.19 © r' 25�.5Q s' E S G �t;TF r_ •► • a 2g / ED TREA MFt .".rs-sr 258.52 20�a'tX o ege Stot; 's/ �_�� , "�' .. _-_--- _ i; y nd 2 1 Sonito on 03 / X= 64225.28 t Dr inag ^ Jr1f30 deefJ �dQ \ Vol ry Sewer cos r - - o g c S ?6r r OS 262 259.86 20`Us'eme + \ 258.40 335 amen / �. 'i^� P o • 1-1 2g Lot 3, Block 2 / ; x9, Elev-19 0 n �-- ^J J tger Shea 6�'J do^JrJ 258.78 p9 469 t �'�r N �~ fi 1•27 / 260.57 + J rJhJ Jn r '�" + v `o t J r Southcreek Phase 1 A �- .r 31 �sf nJ^J^J J^Jr J ` 262 Rea/ Alchemy 4, L.P. / x 259.98 9.26 �\ 2 ^ JrV Jr J �.t Vol. 2205, Pg. 243 // ~ t �s,9 /-- r f J ^„ ? ? rJ Jr r ,rJ 2,58.90 \ 258.15 2 rJ^rJ 258.00 257.88 2 r 257.3 ) 259.38 260.10 J \ 'r. .19 / ; �` _ ^JrJ ^Y ^� \`! 258.64 257.74 257.fi2 8 257.12 _ . �,•_ ^Jr ^ STING SATARY SEWER MANHOLE *J^JrJ r _ xOp o_ rJ^JrJ rJr JrJ MOVE CONE & REPLACE WITH J �'`�flex z iyj r 259.54 ^.' 'nJrJ ^JrJ "�''`• X= 64369.98 \ ., !, 2s?. ?6 61 � 1 ^Jr� ^JATERTIG LID WITH COLLEGE STATION n J^r y J Y= 12106.2 ? " 257.24 _ -- 09 r ♦ ('� / ^ Jr I^ JrJ ^ n �`� Elev= 258.39 -- 2 - - ` j n ' SANITAR'f SEWER LOGO MANUFACTURED T 'w�-"- ? r �+ ^ r f ^ E.J. APPROVED EQUAL ti ^J ..' J � , `\� �_ BY .J. 0 R Q J^ 258 39 •51f-'� 258.97 J 61 r' J JrJ^ M.H. ELEV- 260.56 \ ^ rJ^+r ` 25$.27 �` 259.62 JrJr✓- ^ J rJ '�; rJr �. r 61. 3g ` �" / X= 64245.70 DO+SZ 2 Y- 11873.82 JrJrJ +rJ^J^J^J J Jr✓ ` wr+ `` ` 258.12 2S7r cA 7 61. 2g \ 60 28 Elev= 259.09 J ^ff rJ^J^JrJ + ^ Jr J OS 9g ZX/ ^ J Jrr ``Y� 257.87 �, 58.6fl ,� ` Z f rrr;. ^ 'J^Y^^ J^ ' "J^JJ^J" JrJ^ `',. srJ 2F X- 64470.46257.36 260 Y= 2215.20257.632 259.21 E,ev= 256.82 ` 1- 7,59? 258.78.- .0160 2 "JrJ �, ``•., 40 J .- rJr r '•n r •`+ J rJ~ ``'257.94 / QX� • �� ^ JrJ ^.r!' JrJ n J ^J^j, ,/ rJ JJr J^J „ J J P•^J� /.urJ nJ^J _. r J •1/ J 'J ♦„J^ ^ Jr,Jr^ ('''� 258.66 rrr 259.74 257.55 - fr J^JrJn^JrJ rJrJ J ^Jr ^ J 256 ; rJrJ j \..\,„` J JJr✓^J J"•lrJ „J r j j92.4r /LU •I .259. - . 2� 258.72 /f ✓ Jr nJrJ^J ^J^JrJr �rJ ^J rJ J rOy 1 Jr r ^JrJ 6.80 Acre Dedication Tract JrJ ^J ^ ^J J rJ rJ r ^+ wJ n J^ J p2> 8.13 /` , J. Jr rJ �J^Jr Vol- 2205, Pg. 24 3 25 j r r,f•J^ 258.9fl r nf"+Oz .,r ry rr,I J^Jr I JrJh ~'Jy.J^ r „Jr J r - J^, rJ^J•J^J ^ ^ '. ^,� rrJ J^ JrJ^J nJrJ „J 25-06 rJ - 258.25^ rJr ^ 258.18 r ` rJ • 257.78 r'J fJ J �` • '^ ��^ �,� J� JrJ^ ^ Jr `,. - r ' J v r ' Storm Sewer fiJr J /^-nJrJ J^J r ^J^ J^ gsQ rJ rJ � J ^ • Rip Rap r JriJ^ JrJ J^ Jr J rJ^ '... .. '.. ,•� hJ^ rJ^ .. _. n ^J^J J J^J r, JrJ ,. J `1 rJrr � Jrr! Jrr .r - `^ rJ^J nJ/•J^J �•.`., J ..,. J, I•J^+rJ +r ,,--"...., JPJ J d^./^J JrJ rJ^J rJ •t ^JrJ � `'-. •.,l . r .[ � J rJ - 1 :- ': �%C� ..,`-,,..+4+^ Jr -^.JrJ ^ Jr JrJ^ r,J/.J^� ..r _ t\` ^J ��r f, - A'"' r rrnJ~ f . ` V_ tI J JrJ r J^ Jr J^J �� JI,JP•v Jr J + - - - - J^Y^ J 2 -"-_...,_ ny^ �-�JrJ • �� J,yr JnJ J „JrrnJ ,J JnJ^J rJrJ^-^ J^JI,Jr`J rJ^JnJ - JrJ r __'. '.,r J r ! i f : !• rJr ^Jr J^JrJ +^+rJrJ^+ J„J � JnJ^J^JrJ^J J Jr JrJ J^Jr JrJ^J JrJ^J ^rJrJ^,. `. rJrJ ..",,..,v J ^J +.. '/ rJ Jr JrJ^ /. i•J^ Jr ,. ..-.. -:4 r.% - _• r•J^Jr hI^J J^J J^+^ ^ .rr',^J Jr h J rJ�- ,.. ,..•.,...-u._ .. - -.... ._ I r/ J A 1 l - Jr,J^,. JrJ^ J^ J^J^JnJ^JrJ JrJ^+rJrJ^J yrJ^J r�r,Jr r`J ...,,+ / •I� rJry !. - J^Jr+r - J^-"JrJ J rJ .. .. w, ., _.:- J �•+ .,JFJ .: ," ,.'.... O` rJ rJ^J ^ JP '+wJ,. JnJ // /• r J^.r n „J• ,., rV^JrJ nJrJ r•% r r r JJ,Jr rJ^ Jr rf ^JrJ JrJ^J ,,,JrJ ^ s .n..,.,,,w.s....._.. nJ•J^" ^ r i \ .. - i , 6 J Of 34 Sheets 'OJECT BENCHMARK: Chiseled Square in the of concrete box on the north side of Holleman ive 600 feet west of the driveway into the Post ik Mall. ovation: 268.96 BRIDGE ABUTMENT & FOOTING SEE DETAIL ON SHEET G7 ELEVATION AS SHOWN 5411 7 1 Ll> > < r - 55.1 1/ Jv 55-29 MATC�LINE 00 1. ( I E X= 64566.1 r 255.4 » Y IN STRUCTURAL AREAS BACKFILL WITH CEMENT Y= 12334.45 STABILIZED SAND PER THE TRENCH DETAIL Elev= 255.29 12• ! 97' (SPEC. 805). !N ALL OTHER AREAS USE Storm Sewer 1 > `� Existing CLASS IVA MATERIAL MECHANICALLY COMPACTED X= 04549.68 Rip Rap ( � < i � � Parking Lot IN 6" UFTS TO 85% MOD. PROCTOR (ASTM POST ' -- Y= 12322.55 255.7 t E} j < D 1557) AT OPTIMUM TO +4% OPTIMUM Elev 255.83 4 6 255.9 ._.• _ RETAINING WALL � o� < � \ � Lot 15R-1 MOISTURE CONTENT. ;; 256.2 256.5 TOPs 258.00 EF_ DETAIL. - <` \\ University Commons i 25 I TOE=256.00 '° College Station Phase !J/,••••• PIPE SHOULD BE SLOPED A MINIMUM OF j `O ' i �" r . Vol, 2736, Pg. 244 0.004 FT/FT. X= 64548.49 56. 6 ``s' Y= 12266 75 l 1 \ % - IN PLAN VIEW. TRANSITION INTO EXISTING GRADE,`- • = Elev= 258.52 AS CLOSE TO WALL AS POSIBLE. ! SLOPE SHALL NOT EXCEED 15%_ L.Li j 57.41? - -� NEWEL STRUCTURES t�Environ�entally \ i T. W. AS (' �� rJ % Sensitiv Area) l \ \ ` 1 SHOWN IN PLAN USE r �� BASE ELEV.= 258.69 r Q \ ••• Floodway VIEW GALVANIZED' X= fi4653.91 \ STRAPa° \ 15% SLOPE__ MAX tit U <,`�� TOE= 8-00 Y= 12192.25 \ _ 257.0 < < , 025815' 406� 258.ETOP=258.00Ex,stmQ CAP UNIT WITH a, !� iY� T - z �, `> 'f t Curb \ \/� CONST. ADHESIVE ELEV.=264.5 N00 5 R38' 0E-256.00 'J J \ (AS PER 4" PVC SDR `♦' c`�.r v • J l ` �� / ^ \ \ _ // \ AINE MANUFACTURER'S 26 PIPE. - 1 o '. i, `> 1 j \ ( • `• "'---- ACKFILL RECOMENDATIONS). o - g 30, ` 260. IN Remove Existing .,• � o � ,'po �., TOP=258.00 I \ \ • / / REI RCE_• ;ter 4 KEYSTONE 257,1 t - i�► ' g \� • ( -�� . - � •. �• � TOE=2 6.00 / ,� �►•-.. 126 - Sidewalk 'Section W L FILL. DOWELS I •� zictor 8' , STANDARD 257 MIRAGRID 5T WOODEN X= 64493.15 ,� Pedestrian(U <, tr Y= 12260.21 1 PULL TIGHT �=- , . < <, , > 'o - °: 63.0 \ ��' t KEYSTONE UTILITY STAKE OR •. 's�.: �;.i' cv , ; < <, •.'• / Continental Half .„ � \ HOLD. IN BLOCK WALL. POLE Elev= 257.14 c° Pony Truss, 907 Span, `< �, �> cv See Sheet Cut - 257.0 8' Wide / Q`' `< <> 0 o G-7 \ Y-• 626fi4.82 FLOODPLAIN \ \ \ I AV6 all 257.0 s , • Storm Sewer co TOP=258.00 260.8 62. 4 �� \ �•• \ I' • � TOE=256.00 HEADWATE Q < < <>< \ 2' r 1/2" /BLOCK ~� (Environmentally , Rip Rap N eF (L < , , < xistin i walk \ 55.21 t Sensitive Arlo , > < TOP=260.00 1 X= 64636.88 -'*,,; ':. t•'� = ELEV. OF TOP `� ) Qv Q < <� , ` I - OF FOOTING 256.9 } , < < TOE=258.00 Y= 12165.44 ` g Existin Scale: 6.80 Acre Dedication Tract ' 9 1 inch = 20 feet > < Parkin Lot - No 4 BA S "�^^` =-u_ AS SHOWN IN 56.8 Vol. 2205, P . 243 / `<' ' �' \ ,.`..r, /, 9 < <� <, r NEWEL STRUCTURES \ PLAN VIEW 1 TOP BOTTOM. �1- "' BASE ELEV= 260.88 - \ IN, \ \ \ VARIES -SEE PLAN LINEAR FEET OF HANDRAIL. \ \ \ \ \ 8» ����\� j / (SEE SHEET G 7 & A 3 FOR \ N. � �/� �/, i t 256.8 �. r Ic <<`, ` ( DETAILS) `\ \ No. 4 BARS ; < 2' ( ` CONTINOUS '' N 256.7 �� f , > / 1 < < 'n \ \ 256.5 1 ( \ No. 4 BARS ! }5Z 1 1 ` i N N `�' N ar ••� \ \ \ ® 18" O.C. I<<� Nl \ \ \ \ 2- No. 5 BARS _ f 8 CONTINOUS TOP Y= 12215..20 ` 1 > & BOTTOM_ 2 5< < `1> 1 { \ • `\ h i Elev= 256.82 2' '� I 257.1 f h =� �> i �^� Lot 1, Block 2 S\ \ i kthcreek, Phase 1 \ Vo 2205, Pg, 243 56.8 4 256.9 �` I Unir�rsity Gommons - C. S Ph. 1 r Vo/.V15, Pg. 149SITE RETA/N/NG WALL- NTS MANHOLE .rya►® o Ali J • • er Y: : -�:co �. 6 i * iLLJ i A�!/ • w� 0Nm M r' LLJ w w a1m Y o�av N sg Zp ac> W 8 W c O nLD"E: L RETANMIG-WALL. - <> a i <> 1 i - \ • N ,� w ro `, < < <, i � i \ � V N PLOTTER 07 Nov 2001 �`•3J,4 pm VENT D ETA I L 0) o ' > a y l- pp -9 y A : , r' -i a `Ir . p V , O j � I _ 62 y _- .. _. iv Ln .�--•� '' i _.�-- ---_ ..- .. _.__. 1 61 Scale: - z � � 1 inch = 20 feet , 2 _ r , _ .. F Lot 4 j _ j Lot 5 JPJ Investments et o! J <�Investments et o/ - • �-,,.-•-•• �' 2sg � J . i { ' Vol.Vol. 2194, P9 269 & 275 2194, Pg. 269 & 275 _ � _ r t ;} •. _ . -_ .-.... _. _ _ , ... _ .. - -- ..,w - - -- -• � f � s4 < S � � v, ~ � � � ~ X _ >; l 263 56 / Vol 2 269 & 275 Z g t c JPJ Investments et o/ E I've4 r h _ TREE PROTECTION c N 04 y , 25 56.9 9 FENCE 256 57. t o N X= 64670.5 _, _ �_ .._ 56.0 , u 56.0 l N -• �; Y= 12476.75 :05 56.0 ?S 9 _ &� 55.6 56.0 56.17 w _ 55.8 25a `S - - M.H. ELEV. a /� ^_ \ - cNr w r- 55. h 56.1 56.1 X= 64840.33 257._ 19 2 c ' cn„ 8 55.9 256.5 55.9 `� 56.1 = 12647.17 T M.H. ELEV. 3 g a • © •� x � �, 25 55.5 55. 55.6 56.8 Trail Easement Lines Y 256.95 - - " d X JN i Trail Easement Lines 56.1 254wti j a, • % SEE VENT DETAIL _ c £ • F 55. / 56.9 256.4 �__ Q, LA 55.2 55.3 55.4 ° / 3 50 ON SHEET G-3 cr cn"tit cr cr 55.4 _ x • 55.2 55.3 _ - X= fi4912.3t ' TREE PROTECTION I o j w c�i, W -' 55.3 t''- ,� _ - + . ,R_ �- - _-----7- ,a-s; a- - � 6,C _ _ $ �., R�24 gyp � \ Y= 12718:42 - FENCE • �a-ss 1a- r } "1 :... -_ �lev 256.94 , 1 Is_s,a-ss ....-� ._ k � � �_ 29+5 � __ ____• _______'_ ss , _ �. �r-� �•,' i ------ ,$J's �_.= ,a-s` N i -_ s - .-2$0.00' -`-� ` --- - 30 0 ra-s1 7� A-- -- za ss-----.--�� o t30kZ • + -- , ss _ - , 00+1li' �. 5 •17 57.0 •\ \ ' O 56.0 - BOARDWALK 6 ° f -- 57.0 56,5 255 56.2 X- 64886.60 SEE DETAIL \-••�' QS - y R=200.00' `_- - �, 55.7 :::: _ 55.8 56.29 / Ym' 11 257.35 ' \ w a, z _. _ . \ ; : .. 56.29 i Y� 12706.80 ❑ :::... - 56 2 56.2 Lot 3 o- �. + u, 00+2z , .. , ; • • ' /` ! 255.9 50 LINEAR FEET OF HANDRAIL. JPJ Investments et of o x� • - 56.2 X 64838.09 f' rn 1 4 MILE MARKER / Vo% 2194, P 269 & 275• � ''�. SEE SHEET S-1 FOR DETAILS) Y= 12624.81 254 ¢ i r N N f 55.6 - SEE DETAIL 03 X- 64754.95 i X= 64679.05 ( � st, d� N N i � ' Y- 12468.1 t ON SHEET D2 °`�.�� y 56.6 Y= 12547.66 ! 252 55.56 55.6 a X= 64712.22 r,-' Elev= 256.40 v it ^` X 64654.26 55.7 Y= 12511.17 ` r N rrJ T.J N rJ^n J^^ rJrJ \ Y •p N 55.4 255 255.5 X� 64627.26 � / r r j J J ,.,,,ram• r? N �'�" -o o ►� Y- 12398.06 254 = �, Elev= 256.68 2.84 . rJ r..rJ r "J J^J r,Jre .J -rJ rJ•,"..-rJ rr n rr N^^ '� -'r J r.i r , Y= 1244 �o TREE PROTECTION Elev= 255.46 � rJ rJ ^ r r. �.^ �..✓` rr rr^r rJ r�r Jr r J r N ; J^ rJ r J J rrN r rJ J N JrJ N N rJ rrJ J rN \ .�"'•�'• _ O N v Elev= 255.57 r' JN rJ r r .% rr.J J J rJ , rJ J ^ rJ J^ rJ rJ r-i r �••�^ r rr rJ^J N V`` 0 OT .�t �• W FENCE 1 a, \" v r JNrrJrJ �-J^ rJ^ rJ^J r J^ rJ rJ j J J rJ^JJr J^• ^ r ,. 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Alchemy L,eL.P. r^r JN JrJ J rJrJJr rJ rJ rJ -� rJ r . .. .. f ....n'-' -251i'_•-�... �••� r r .. _. . �' rJ rJrJ rr^rJrJ J rr J r.% J rJr NJrJ~ rr^J rJhJ rJ r _ . •. _ �- ,. �., _.-... _ ys ., rJ rJ rJ _ .. a... - _,,,•.... �.: _ rr JrJ . a __ rJ / 27 Pg. 1.31 - rJ ^J N^J r,i J rJ rJ rJ J• ! ^ � t _ rJ N rJ�•J N^J rJ - rJ rJ^J ryrr �Ev rKJ rJ ArN NrJ^JErr+ JLMAINCH ^•J rJJ rJrrr rJN ^J rJ^JrrrrJ rJ^J rJrJ NN rJrJ rJ^Jr rr ,i rJNJrJrrJNrJ ry.irrIrJ •NJJ ^rrNyrNJ ^JN NN r rrrNJJrrJ rrr.•N Jry^rJrJrJ .i rJrJrJ , rrJNrJ^J-� JrJrrJJJ ^Jrrrrly^Jrr.JIrJrJ^ r4^e4,rJ -^�YJ ry r /.8 , - M.. - •, 'f r,- .... ".' _. - ................'- ,.. _- r•.,_w�•` - _.,..__.__- A - - -' // A Of 34 Sheets -r PROJECT BENCHMAR • Chiseled Square in the top of concrete box Ion the north side of Holleman' Drive 600 feet west j f the driveway into the Post Oak Moll. I ( 1 1 ` /r: 0: w r 0 Elevation: 268.96 ( I / S ` 1 / • = • ��• / >w n t:0 I A m �� NURSERY (VACANTOle •� I � ys'�: � : � �: ' I _ - X= 65321.96 EXISTING i '� Elev= 12973.95 X= .95 I ` ' 65299.65 X- 65281.62 Y= 12949.92 41: PARKING L 0 T ` Y= 12931.08 Elev= 260.92 o :7 m Elev= 260.10 N ? o I 25 �� I ram,_-- � ` _ 60.2 60.9 61.83 � � � � m �' 8 I Lot 3 I 260 '-' - / / 9 k m /PJ Investments et o/ I - 25g .. _ 1 0 YR. FLOODPLAIN rnM R / ` Vol. A194, P9. 269 & 275 . _ _ - _ TREE PROTECTION 1 ° ` 2 o � a o b 25 / ���/// 0 - _ o FENCING •; - - / ��� � � `'� z o ; cLi 56 / I EXISTING 259'' a T ON SHEET G-3 - 2 1 I / g0 r..._ Lot 3 1 - �� ' ;.►„ , 2 JP✓ Investments et a/ o '._ _ i -s _ 7 • I X= 12712.4 s5 VaL 2194, Pg. 269 & 275 / '�! / / I PARKING LOT / 58.8_ 258 9 0 R1 r ' Y= 12718.42 I Elev= 256.94 NN / 1 DO NOT GRADE \�. .937 Acr I 258 / 261.0 I • i / 1 IN "SENSITIVE 1 I X= 65210.72 ���260 261.2 Vol. 1674, P 175 32+50 _ � � � - f / AREAS" 9• I Y= 12857.03 / I I iD:Z 31 Elev= 258.07 ' fi034 61eBOARDWALK EXISTING STORM X= 65001.54%psr 1 DRAIN INLET 258. ,yrL 59.6 -, R / = 30 • Y= 12738.77 i � / �.'�� 6, _--,$,,�`• trail 1 r- 55.9 os /•n 57.66 SS . Po1 �r9 L �� x5p C2 f 1E`e // ' EXISTING �� . ot. 259.1 TREE toy- / �- ,$,� 55. 56 57.5 _ PROTECTIO PARKING LOT at FENCING a k ' ❑ 6 .1 5� r� 57. v6 6 7 ° N ri 8 57.5 , - 258.6 R4• y� Z� 56.88 00�`� Ip� _ 25 56. X 5065.94 r •' 50 LINEAR FEET OF HANDRAIL00'4'65294.16 ii� 1 F ``1?c756.919.08 70 (SEE SHEET S-1 FOR DETAILS)�1o1\ Eose�e 7 257.6 / '56a0� 5� f� 9S 18' 0 59.9 �� Y 12260.25 I EIev 0 56.43 0.43�°� { 709 57.0 57.1 57.2 Q - ` 59. • i ' 4.1 1 R, _ 56.8 57.1 57.2 257.8 5 3 Rao' S9. �J 56.2 tf_ 150 �, _ X. z SkgQ 256.1 2- .`�` _ O 3 57. - --.__�_�. X= 64989.70 M 56.6 3 ` "-.� - _�._ / 0 • Y= 112873.62 9.6 J J rJ r, 57. EIev= 258.77 59. 59.51 • -- rJr, r j r r r Y- 12719.67 SS ,� 57.54 rJ rJ rJ r•J rj j rj �j J rJ J J J r '`�- • / . ^ r rJ rJ rJ rJ r' J r N r, ' r r rJ r' rJ rJ r '_ 25fi.1 O X= 65280. N TJ J rJ rj" rJ rJ rJ rJ r• ° X= 6 69.61 7`~ w Y= 12877.91 r1 r rJ rJ rJ rJ rJ rJ J r r r �•� '- -- Y= 1 5D.8 54� �8�J(!.. -�-'. Elev= rJ rJ , J r r'J r rJ rJ rJ rJ j J r'� rJ rJ rJ rJ rJ rJ r �` =1 7. 1 J r r r r• r♦ J r r rJ J J J 2 3 r' r ♦ rJ r J J r r r J J J Cw a. J J J r'' r rJ rJ rJ' rJ rJ J j j rJ rJ ttJ rJ rJ rJ rJ 1 j r r rJ rJ r �..`-'-•-� ayc� '�- y "f••�=ter---- R` � 00 /l, w. �•``• rJ rJ rJ rJ r r r rJ r r$ rJ rJ rJ rJ rj rJ i J rJ rJ rJ r. r �__ , `5,3 Elev 57.00 V C ,/57,.4/ rj fj-jJ j J rJ J rJ rJ rJ rJ rJ .ram J J J J J rJ rJ rJ rJ j .I J rJ rJ rJ rJ rJ r, r,t �: 57.6 Q r r rJ Jr J rJ r r rJ J ♦ J J r r J J r r J r J J J J r r J r �r J r J J J r J r J r'� rJ 'J j r , J J j J r J r J r J J J J r J r r �ra1 / f �� . 1 1 / - I rJ rr6j' r' r' r J r J j rJ j j r� J J i' rJ rJ rJ rJ r went lA 257.2 �'p\��� 57.5 NOTE: CONTRACTOR TO PAINT VALVE & PIPING \ ��s -� r J Y j J r' rJ rJ jr' rJ rJ rJ rj .l r' r' r' rJ rJ rJ rJ rJ r� r - ne G4 i Q ,-� r�4'Y r r r jJ rJ rJ rJ r j ; ;� J; JJ f� r rJ r r 8 \ LOCATED INSIDE VALVE BOX AT THIS HOSE 81B ` _� / r J J J rJ rJ r r r�J p rJ J JrJ r, r' f jJ jJ jJ r' rJ r r r r' j' jJ rr r 57 27 X= 65138.�� , �S LOCATION. COLOR OF PAINT TO BE COORDINATED 3 r J rJ rJ , r r r rJ J J r r�-�,jr- J' r. jr�r rJ _.__.__ Y 12781.64 ��``` WITH ENGINEER. j GL J r r•' /'� J rJ rJ rJ J J r �/�J r J r r rJ r r'� rJ r/ _ j J J IM)r� r j rJ r f �j J �/ r r f f r • }f�yJ J rJ r'J rJ J rJ / 57.1 �..%.7 �` `_ r+ n rJ r r J rJ J J J J' rJ r .. .... i r/ ! jJ rJ r n 666 JO_ N J 1. r_ J , r r r rJ r _ .. . __. .. �... _..- r J _J J r r r J J J I STORM SEWER J ' r' �IJ 50 LINEAR FEET OF ffA#+IDRAfI rJ rfIJMfi`r \ RIPRAP 57. `\ r�ss rJ rj '; j r' J (SEE SHEET S-1 FOR DETAILS) J rrJ rJ r r' J r HEADWATER X= 65086.01 �- \ Sta. 36+ 75 J J r r' r r rJ r' rJ J r 'JJj,�,j {,J o ;I�IJrJj; �j�� �e J {Environmentally Y= 12746.60 Point of Interest. •- J T, Y� ► rJ j �r ♦ Sensitive Area) BOARDWALK JP✓ Investments et o/ �\ sa rr rJ rJ, jJ J r'� r' Remoinder of Lot 1 �--�, ee Londsca e Sheets- r . .-1 r ♦ r 232 r rj rJ ,-' rJ J ,'... Vo% 2194, Pg. 269 & 275 ``� Resubdivision of Lot 1, Block B 'r r♦ Ecstmor'k Phose r' r' r'{ JrJ- f'J r r r j' J J J 1 inch - 20 feet Vol. 579, Pg J43 r, rj rjr � `� ��i � RealVol.Alchemy L, L P. N r'r j r j rJ % 1827, Pg. 131 N N w '; r; rj rJ rj r fJ 30 th 1.86 Ac. Dedicotion Areo to q rJ rJ rJ ' , v City of Co/lege Station / �' Vol. 2961, Pg. J46 r r j ' • ` r a°'� J rJ rJ J Top existing 6" Water Line 1 L G N X= 0•� Y= P.I. Location on Trail Elev= XXX.X Proposed Grade (every 25ft Station) i Sanitary Sewer Manhole Proposed Contour Existing Contour Property Line - - - - - - - Easement • 100 Year Floodplain Line ...... • • • • • • ...... • • Floodway Line - -- Drainage Swale �- Sanitary Sewer Line a Water Line -11-N-N-,�---,r-N- Handrail Environmentally Sensitive Area I;'�'��� ���I�, Boardwalk Aft D" Proposed Landscape EXISTING TRAIL PROPOSED TRAIL SELECT BACKFILL 2" W.L. �" '"K • SAND BACKFILL 2" Waterline Embedment Detail (2 " PVC D2241 CL 200 W/ Push On Joints) NTS I Ni c FT "e" 9' R = 16.5' R = 0.50' .-R -1 11i.0-' a e° . R = 0.50' ♦ * \ d RI ING 1. '= FOUNTAINS 3' Aa v 6" WIDE CURB d b 4.63' • ' 24 A % A •d / / PROPOSED SIDEWALK PAVER STONES, RIVER RED N I N HOLLAND IN PARQUET PATTERN N.T.S CONCRETE BLOCK FOR 2" CLEAR WATER FOUNTAIN MOUNTING I I 6"1 4"J #3 BARS 012 " O.C.E.W. SECTION A - A CENTERED IN 4" THICK CONCRETE • SEE DRINKING FOUNTAIN DETAIL ON SHEET G7 FOR MOUNTING AND FOUNTAIN DIMENSIONS. .P.C. TRAIL LANDING W/ WATER FOUNT) N.T.S FRDVAff: UWDNG-.MunWYnAwq PLOTTED: 00 Nov 2001 - 10-52 am 9' R 16.5' A R 0.50' r .. ' Q e R 0.50' 0 _ O' A y o 6" WIDE 4.63OR d . , CURB -A 8.63' FOR BIKE RACK A 4 �v i :a PROPOSED SIDEWALK PAVER STONES, RIVER RED IANDING HOLLAND IN PARQUET PATTERN N.T.S f--6- 1 2" SAND BED-;er,-�� - � "' ,�• � � _ _ - st - Q A- V, , a 13 BARS 012 " O.C.E.W. CENTERED IN 4"• THICK CONCRETE. SECTION A - A • EXCEPT AT DRINKING FOUNTAIN LOCATIONS. W.P.C. TRAIL LANDING DETAIL N.T.S FU"& U IDWGAwq PLAITED 06 Nov 2W 1 - 10:50 am a _j m C a rn T C� J W n �.C-�O oat W N Cpps P=�_ c-c CO•lr L pN ON � •=N ^fl. O doq CCN CW a C O�.a O U - 1P U U= V) � V N M N c0 Id- Ir cm 0 m- • To • a' o O m r. I • t e c C C X X � xCj �ycn CY Ems' ° OJ, Z n op�' 3•p�i� C c Y o 'c M � x y V a Of 34 Sheets n PROJECT BENCHMARK: ChiSI1ed Squcil-e in t e I i top of concrete box, on the north side of olle an Drive 600 feet west `qf the driveway t-nto t e P St Oak Mali. I I Ek;v6tion: 268.96 I I I I � I i + Y f X k TRAFFIC ONTNOL PLAN \"N" lt{ 1 1 �ff 'b istin /' / { fisting "Pedestrian g l >I� r'r+ Crossing" Sign. "Bike Route-- f _ +1 qKsign �.,l f t' Existing —"No \ r ,/f. ,r.''' Parking, a d Right o 1 -$oaie Laav�= Bike Only" 1 __hWh __A� feet Sign. '----"-.-,Existing c "Traffic'' Light-£xist nt q Ahead- Sig -rill, t ; ! Ina_ -' Existing— I I - "Bike Route" ". Sign.. I i WPIC/No r `tat I blot tcles 1 1 Z Exi $ I < Bike P i Sign 1 � _ I O ' I 1 ' Ii 1 f C)< I ' j i TRIP>I!NG pia _�.... _ - 1 to - •GN/NG ;LANi I/ "fill i \ j - ,�EX61ING TO rain I } I I �'nfAN 50' �_ NO • I • - - A Dfi SD WMTE LINE4" l �� �- - - WITH 2 Wolf Pen Creek Corridor / --- Identification Hub HOLLEMAN DR. "`r^- '``�_- �'•'�. ;A. , ...mot.. _ .-ti ' M! .. a ':-_-."' Move- Pc i - Rules to I E' 1 t Observation Dec P I I i ti1 iSt111 Lookout Point ' Stripi s i x I I t i tt ":� i ¢ '- =_�_1 '_ �r• , ,��✓ �'� rvation Dec �1 77 EXi tIn .---r ��'� � !� -�• _...---- � � Striping N i �, I %I Inter Ingf Rest Robm ti Sign VERTICAL PANELS �-Y CP I �+ Ir !/ F pbsie Sitripintg _ 1 ems' � �r �1� !.^' - f�• �` / i Scale: /r 1 inch 100 feet ; I -•-- < ✓�J _ _ Olt Type HI Barrlcede� J" Existibng-'FTo l y / -Parking Any Time" Sign. roposed Striping �c>!tove dark Rules Q+°� J � s � w+.}h Liero �(1re¢t poke. ;" S+ n Fr fi' �`�.:• Qr, Sin. r ; f ,'"� ;- ram.. ---� ,,•^=-�:�.. rel Signs made of 3132' Aheminum With Baited Enamel Reflective r'nish and Screen -Printed lrnogee for Durabiity, Colors Are As Noted signs shell meet Hem 636 of the TxDOT SpedMcations, The reflective sheeting for each sign %Sol be High intensity. The backs of the signs •hail be pointed bronze to match the sign%mets. r cp • _ • Ode ice: • H • � ty � Q: LU S ••` ' LU ` Q`:• �y U) n w N 12' 0-5Vj::z 1 OM-4B TYPE 4 4" x 4" N End of Road Sheetin 2" x 4" w m Z Marker M c 5, 0 R m 2R qC y c 2j- Galvanized 0 1'-8" Z o U 52 5' P t — 0 0 0 G PHASE 2 SIGN LEGEND UNIFORM TRAFFIC CONTROL SIGNS SYM CODE DESCRIPTION SIZE QUANTITY A CW20-1D ROAD CONST. AHEAD 48" x 48" 2 B - - BIKE LANE CLOSED 36" X 12' 1 C R5-8 SIDEWALK CLOSED 24" X 12" 2 D G20-2 END OF CONSTRUCTION 60" X 24" 60" X 24" 2 9 E R5-3 NO MOTOR VEHICLES F R7-7 NO PARKING - BUS STOP 12" X 18" 1 W V) C Os L or c on Ica ron, a sign r e s gn legend with hands on both sides of the sign, the sign shall All paint and glass beads used shall conform to u w be turned b pulling with the right hand and pushing with cV r7 = M y p g g P 9 TxDOT Standard Specification 666 Type 1 with Type Ii glass beads. the left hand. � � S_1" 5. Proposed signs to be Installed are illustrated on this sheet. STRIPING DETAILS 0) SIGN INSTAU-00N DETAIL TIR TRAIL SIDEWALK (TYP) (TO BE INSTALLED BY CONTRACTOR) a a J N L- mo r b'n Proposed Striping n Existing Striping M ,7 r r• I f g c X o `Prop a r� ti 1 , "'_•�.,,.,..,... ...may i 1060 Cu Striping '`\, .�,~--'1'��'•. �' -\_„�,_ /% �.✓ .. ft 7 �-• �� .� tin i i ll / ^^^`\. � �:✓ �..,-'� �`w-_-.-..�...-,».• Sin � : r"'"'" � \\ - X P � � Q 0 'Pro o r ;y:,7.-.; �• G'__.._.. _.. 1, vs-._� � \ �^ N j e EPI -:' '_•t. 1 e •(sal. i..\ \ ' � ,,.._� L.-" �1 co i, r f (• 1 i ,•l I sr LZ Of _ A Sheets �x .. - .. .. , r :'. a ... .» ., _ „! .. :. .-.: .. y� .. .- •. ... l :. <. - :: � v ':: ,...� `.:',.}. ♦; � . .<. :...,Ica' +.: ;. .�..,. .. _. Y ¢ .; ,. :�=�:: _g.♦.ff.: �: a -. „'.,, %•- �.'v.$y r uore n rJECT BENCHMARK: Chiseled S 1h . .,. ... m....: , a' a'.•_ • ,+: t -.. .. _. _- , ,. of concrete box on the side ofHoIIem n Y " :. 600 feet west of the d e ay to t h riv w rn _ T „ 8' 0" e Post >" ._ Moll. otion: 268.96 GENERAL REQUIREMENTS SOIL CLASSIFICATION REQUIREMENT FOR PROTECTIVE SYSTEMS OSHA STANDARD 29 CFR PART 1926, SUBPART shall as per Appendix A to Subpart P, OSHA 29 CFR Part 1926 SUPPORT SHIELD AND OTHER PROTECTIVE SYSTEMS (FOUR OPTIONS) be used for design of trench safety requirements. Should TYPE A SLOPING AND BENCHING SYSTEMS (FOUR OPTIONS) 1) Designs for timber shoring in trenches set in accordance there be any conflict between this drawing and CFR 1926, SUBPART P, the OSHA Standard shall prevail. Type A means cohesive soils with on unconfined compressive 1) A slope of 34 degrees a less, in lieu of soil with the conditions and requirements determined b using roq Y 9 classification. A slope of this gradation or less is considered Protection of employees in excavations against cave-ins strength of 1.5 tsf (144kPa) or greater. Examples of cohesive Appendices A and C (timber shoring for trenches) of 29 CFR, Part safe for any type of soil. and against falling rock, soil or material use of an *adequate" 9 9 by Q soils ore: clay, silty clay, sandy clay, clay loom and in some 1926, Subpart P. For aluminum hydraulic shoring, Appendices 2) Maximum allowable slopes and allowable configurations system. An exception being when the excavation is in stable cases, silty clay loom and sandy clay loam. Cemented A and D of 29 CFR, Part 1926, Subpart P, can be used if for sloping and benching systems will be determined through use rock or when the excavation is less than 5 feet deep and examination a competent person provides no evidence that F p soils such as caliche and hard an are also p manufacturers' tabulated data is not available. of Appendices A (Soil classification) and B (Sloping and 2) Designs of support systems, shield systems or other a cave-in should be expected. Protection from falling rock, includes to loose considered Type A However, no soil is Type A if: 1) The is fissured; protective Benching) of ng} 29CFR Part 1926, Subpart P. systems using manufacturers' tabulated data may be used, deviation soil or material scaling remove rock or soil, installation of protective barricades and other "equivalent soil or 2) The soil is subject to vibration from heavy 3) Designs of sloping or benching shall be selected from, allowed only with specific, written approval of the manufacturer. and be in accordance with, data provided in written form. The text protection! Material or equipment which might fall or roll into an excavation must be kept at least two feet from the edge of traffic, pile driving, or similar effects; or 3) Designs of support systems, shield systems or other protective to identify: Criteria that affect the selection, the limits of systems using other tabulated data may be used provided the data is excavations, or have retaining devices, or be prevented from 3) The soil has been previously disturbed; or use of the data, and sufficient explanatory data as necessary to in writing and includes: Explanatory information to aid the user foiling with a combination of both precautions. 4) The sod is part of a sloped, layered system where the assist in making a correct choice of a protective system. in makinga selection, the criteria determining kung the selection, and Doily inspections of excavations, adjacent areas, and layers dip into the excavation on a slope of four At least one copy of the tabulated data identifying the the limits on the use of the data. At least one copy of the protective by competent person p systems a com tent rson and the removal of horizontal to one vertical 4HAV or greater-, or ( } g Registered Professional Engineer who approved the information information, including the identity of the RPE, is to be kept at the exposed employees if evidence of possible cave-ins, failure of 5 e material subject to other factors that would require ) The tl ib1 q shall be maintained at the jobsite during e me e work drinthe time the k iworksite during construction of the protective system. protective systems, hazardous atmospheres, or other hazardous conditions until necessary precautions have been taken. it to be classified as a less stable material. being carried out. 4) Design systems not using any of the three previously cited options 4) Excavations be designed Registered *competent TYPE B can by a Professional must be approved by a Registered Professional Engineer, shall be in A person" should remain at the worksite continual) � � Y while employees are within an open excavation where protective 1) Cohesive soil with an unconfined compress- Engineer, put in written form and kept at the worksite, but must writing and include the identity of the RPE and details such as sizes, include, at least, the gnognitude and configuration of the slopes types and configurations of the materials to be used. At least one systems ore being used. ive strength greater than 0.5 tsf (48 kPa); or determined to be safe for the project and the name of the RPE who copy of the plan is to be at the job site during construction. Removal of or neutrotiZafwn of surface encumbrances which 2) Granular cohesionless soils including: angular gravel approved the plan. According to the new standard, information necessary for the may create a hazard. (similar to crushed rock), silt, silty loam, sandy loom and in safe installation, placement, use and removal of any trench Estimate location of underground installations (sewer, some cases, silty clay loom and sandy clay loam. support system must be available at the work site at all times. telephone, electrical, fuel and other lines; storage tanks, etc_) 3) Previously disturbed soils except those which prior to digging; pinpoint actual locations as estimated would otherwise be classed as Type C soil. locations ore approached. 4) Soil that meets the unconfined compressive Ramps, runways, ladders or stairs as means of access/egress strength or cementation requirements for Type TABLE O F MAX 1 M U M ALLOWABLE SLOPES must be within 25 feet of an employee work area if a trench is A, but is fissured or subject to vibration; or four feet or more deep. 5) Dry rock that is not stable; or Waning systems for mobile equipment including borricodes, hand or mechanical logs. 6) Material that is part of o sloped, layered system where the layers dip into the NOTES: 1. Numbers shown in parentheses next to maximum allowable s MAXIMUM ALLOWABLE SLOPES (H:V) Pa lopes ore angles expressed signals, or stop excavation on a slope less steep than SOIL OR ROCK TYPE in degrees from the horizontal. Angles have been rounded off. Testing and Controls for hazardous atmosphere including 9 p 9 four horizontal to one vertical (4H:1V), but only if the FOR EXCAVATIONS LESS THAN 2O FEET DEEP 2. A short-term maximum allowable slope of 1/2H:1V (63 deg.) is allowed in excavations in • emergency rescue equipment and daily inspections for potentially material would otherwise be classified as Type B. Type A soil that are 12 feet (3.67m) or less in depth. Short-term maximum allowable slopes hazardous conditions by a 'competent person." Controls include TYPE C STABLE ROCK VERTICAL (90 deg) for excavations greater than 12 feet (3.67m) in depth shall be 3/4H:1V (53 deg.). individually attended lifelines during descent into bell-bottom 1) Cohesive soil with an unconfined compressive 3. Sloping or benching for excavations greater than ZG feet deep shah be designed by o TYPE A 3%4 : 1 (53 deg) pier holes or similar excavations. strength of 0.5 tsf (48kPo) or less; or Registered Professional Engineer. TYPE g 1:1 45 de ( 9) 4. For Support systems such as shoring, bracing, or underpinning to 2) Granular soils including gravel, sand and loamy sand; or acceptable slope and benching configurations, see figure B-1 in OSHA Standard 29 CFR TYPE C 1 1/2 1 (34 deg) Part 1926, Subpart P. ensure the stability of adjacent structures such as buildings, 3) Submerged soil or soil from which water is freely seeping; or walls or sidewalks. 4) Submerged rock that is not stable; or 5) Material in a sloped, layered system where the layers dip into the excavation on a slope of four horizontal to one vertical (4HAV) or steeper. f 7 FT EX. CONCRETE SLAB-\ c SAW CUT EX. FLUSH ► —: WITH EX. CONCRETE SLAB I I CONTRACTOR SHALL GROUT I ANNULAR SPACE AS REQUIRED Il I EX. 36" PIPE TO I BE SAW CUT AWAY EX. 36" PIPE I 1 � _i�I-�I���r;i�lit� �I� T�lI 1 iill;at��,i��i�-•----1�1—..—Ii +,• fa I PIPE END VIEW SECTION VIEW • NOTE ' EXISTING CONCRETE SLAB SHALL NOT BE DISTURBED FROM ITS EXISTING CONDITION EX. HOLLEMAN DRIVE CROSSPIPE & CULVERT DETAIL (NTS) 1 —1 2 IPS ® SCREWDRIVER WASTE STOP (SUPPLIED) 1 /2" IPS 36" TRAINER SUPPLY (SUPPLIED) g14mm 18 34-1/4- ACCESS— PLATE 27' CONCRETE 813mm 457mm 870mm CONTRACTOR SHALL EXTEND WASTE LINE TO EX. GRADE & FINISHED PROVIDE POSITIVE DRAINAGE GRADE AWAY FROM DRINKING FOUNTAIN .. JJII DRINKING FOUNTAIN DETA NTS FILENAME: fountain-COMBINMAwg PLOTTED: 07 Nov 2001 - 11:50 om r IL TOP CHORD Varies — See Plan View IAGONAL 12" Ar,A SECTION A -A �T ��'� 018" °CE" NTS nux4: s"''°""`°'q THIS SECTION TO BE USED WHERE SIDEWALK IS TO BE PL07TM. 07 Nov 2001 - 1•22 Pm PLACED IN A FiLL SECTION (REFER TO PLAN VIEWS). II II HANDRAIL 3" SQUARE TUBING -� River Red Pavestone "Holland" Paver Brick Concrete Pat 2" Sand Bed Brass Bonding Strip (1" wide x1/4" Thick) 2'x2" Ceramic Tile (2-x2* Ceramic Tile 5" ------------------ A \\/\\/\\x<#4 Bars 18" O.C.E.W. 6" Stabilized Subgrade BRICK PAVER _BAND DETAIL 01 (SECTION B-B NTS CONNECT TO EXISTING CURB DETAIL NTS FILENAME: correct-curb.dwg PLOTTED: 02 May 2001 - 4:51 pm 12 �I U 1[\77 • 5' X7 \\ ! #4 Bars ® 18" OCEW 12" SECTION B-B NTS THIS SECTION TO BE USED WHEN HANDRAIL IS REQUIRED ALONG THE EDGE OF THE SIDEWALK. (EXCEPT AT ELEVATED SIDEWALK AT OVERLOOK ® STA_ 51+28 - SEE STRUCTURAL PLAN FOR HANDRAIL ANCHORING SYSTEM ON ELEVATED SIDEWALK) Concrete NTS nu:NAUE: &ck-Pwer-Bond dW9 PLar1m 01 Nw 2001 - 2:45 pm 2" Type D HMAC 6" Base 6" LSSB 2" Sand Bed iver Red Pavestone Tolland" Paver Brick J4_ Bars PICKETS BOTTOM CHORD ELEV.= 258.69 BRICK PAVER BAND DETAIL Limit of Pavement Concrete Pavement Edge of Existing Pavement Reinforced Concrete 6" LSSB STANDARD CONCRETEPAVEMENT DETAIL NTS nUNAArc: cwsc-aurb.dwq PLorrm: 07 Na- 2001 - 2:48 pm FOR CURB DETAIL REFER TO SHEET 1 PROPOSED BRIDGE SECTION NO SCALE _n~ TOP CHORD SYMMETRICAL ABOUT G OF BRIDGE BOTTOM CHORD FLOOR BEAM VERTICAL CAMBER = 10" OR AS DIRECTED BY MANUFACTURER AND APPROVED BY ENGINEER, CRETE ABUTMENT PROPOSED BRIDGE ELEVATION NO SCALE #3 0 6" O.C. #5 ® 3" APART .. v+t uv,i ,c �nru l oca r�corrc �r/u Cu AT 12" O.C.. 4. THE VERTICAL STEEL SHALL HAVE ADEQUATE STEEL EXPOSED AT THE TOP OF THE PIER TO ENSURE 15" OF EMBEDMENT AND 3.5" HOOKS CAN BE FORMED WITHIN THE PIER CAP. PIER CAP NOTES: 1. THE PIER CAP SHALL BE REINFORCED ON CENTER AS INDICATED IN DRAWING. CONCRETE SLAB. 2. THE PIER CAP SHALL BE 24" T X 24'W X 125"L. 3. THE PIER CAP SHALL BE CONSTRUCTED OF 4000 PSI CONCRETE. 4. ALL REINFORCEMENT STEEL SHALL HAVE MINIMUM COVER OF 2.5"_ WOLF PEN LOWER TRAIL SYSTEM PEDESTRIAN BRIDGE ELEV.= 260.88 #3 LATERAL TIES AT 12" O.C. 3" MINIMUM COVER I 5: • '-uLLJ • 0•••'1i • • d• tip.', .�. -;:ao : C) : `rill •• • V) w g N C) in m N sPs 8 a: 7 a O N m my o� L T A W p�m Y o 0 � •N C V o c zp av o !tl2 o to C 0 Q) C n ' 9 0, C C 3.Cc9'$ r, e �w - occm ao� Via., o o� CJUJ y or o O T O C �� N C 1 N d- Q i C (P C_ o$,, `jv�ino C �% �-'1 arm.+ a 0. — O y �•+VO � pv C>.CC `V ®'Q > (� in -E C -7 _a cc '11,�C 0) cCC ) 0 v= � N L• V N CN M _ !b 0) tV n a) o cp d- o r � � cm O ^ \ \ J u µ - Aw m i � o C "ill! •mn Con o V7 Zma In b 3.: 0 60= ✓ $S.. o N 20 0 g J �9 t QQ O S SOY a`C4~ rH l L ((�J• LJJ Of 34 Sheet E ---r- SLOPE - FASTEN TO STRUCTURAL \ \ \ \ TEE FRAME 1/4e LEXAN GLAZING W/ W000 BLOCKING. REMOVEABLE FRAME S \ `\ LF 3I FASTEN TO STRUCTURAL STEEL FRAME \, COLUMN ACCENT 4"CEMENT PLASTER DETAIL, c v f-2 �w. T Of 34 Sheets LINTEL U-BLOCK, W/ 1 �5 � S EALANT, CONTINUOUS l A ) (f3 ) ( 1 ) (7 1 (n RnTN cinFs DOOR 1 OPENING SCHEDULE MARK SIZE/TYPE MATERIAL FRAME WDTH.\MTRL.\TYPE HRDWR. SET REMARKS I 3'Ox7'0/A H. MTL., EXTERIOR. INSULATED 5 1/2% H. MTL„ EXTERIOR, A 91 EXTERIOR, GALV. FRAME 8 DOOR 5c�.Np om vnvvop@1 o� u,> a,i'ian o ' rnW 20 N � a g ES o N p� �_��•-c 4. r2 CQ1 N pl�� NC ` O n -. i GRADE BEAM SCHEDULE MARK SIZE REINF. STEEL TYPE STIRRUPS 81 rl2"X24" 3 - #5 TOP A .#3 @ 12"O.C. . 3-#5BOT D 82 '18730" 3 - #8 TOP (HOOK) A #3 @ 4 -#9 BOT B3 18730" 4 - #8 TOP (HOOK) A #3 @-6"O.C. 5 - #9 BOT 84. 18"X36" 5 - #8 TOP (HOOK) A #3 _@ 6"'O.C. 5 - #9 BOT .B5 12730" 2.- #5 TOP -A. #3 @ 12"0.C. 2-#5SOT DIA. VERT. STEEL TIES 14" 4-u7 v4's ca 16" 24" 10-#8 a4's a 16" 0 26- 12-08 ++4's ca 16" REINFORCING BAR NOTES (48 i. Type A Top reinforcing bars must be ` continuous across supports. Splice at centerline of span where required by \ plans or as desired to set bar lengths: O �1 2. Type B -- . Top reinforcing bars must be continuous from adjacent beam to centerline of span. Splice 1'-0" at __] centerline of span with Type C bars. 3. Type C Top reinforcing bars must be .continuous from centerline of span to adjacent beam. Splice 1'-0" at Q - centerline of .span with Type B bars. 4. '' Type D —:Bottom reinforcing bars must be continuous across the. span Splice at the centerline of the support Q where` required -by, plans or as desired to set bar lengths. iy_ 16", MIN. N tR z" o E Ui m 9 rS I co v�$w copes 1 W +� .. I CN V 008 D C4ze o _ REF. CIVIL DWG.S FOR GRADES AND W ELEVATIONS t; .— 1•:" ,..ro' " arw` w _.x r .? T.,^Ya Me,*1P? '.w.r-.i. Rt M ;,,'+.Y•,t,- ': TaA r, *y, i'�?' J�, SK °Re§ a� �3.: ..., r .,o. . r .P^ Oil } . 04 .......... ..,5,,..✓""..•:.....•.,....,_.,,�y:i�,.�.-a•.-n-...aaa-+.:.►.ya••Che•'r•'='.Z.++r•4•s•-s ` •••���� ' ,-^',d"<<,•+' ' .#,,..,, µ` µr ' i� U �''` k r � 3 C E __.., ...._. 17 d d— d— d r a -Ile w U j dB r o, r"'e �. ` � � �"' :� ` �• :. � ...•-•° o" ,.-sue"'" ! . Lo rt. r 3, f p } a0 + n + V) P7 Y - - - rVA4cn 1 SCALE:1 "= 30'-0" REFER TO DRAWING E2 FOR KEY NOTES 1 ."• - i q " - • ' i w > 40O p o • ya 1 ._..- .U- 0 t "'-••.,.. °", " 4 .+' g :_ � � " _ '.. "'-w,.`'"„C C O v rn v _O O O.�S �W ` Q C S O y o •g POW, Ofr'' y4 e E°R� 1�3E3 ICt3�Lifd ✓� . ,...,: i , _.. t U _ W �a 4 w g �, � _,,,F• �� `4 � �.� `` - fey S . � v� Pu, I<Y •"Ea eat• sign . �. ..� _ . _ . �. _ d=-�'"E3U.G. RISER TO', -''N ., _ _ any `� • E2 "mil (E) OVERHEAD �+'"' �. /r lr- ♦' P ELECT.(OE) ,�-- i ,",w . `""�-,,. �n --- dd d d U.G. PRIMARYA y—AS PER C.S. �"`� 1 ," t UTILITY REQ.KMK j( UTILITY CO. E3 *�` ,� ",._.., ... ,. ....�'` "�,,,., "', ,� h•� `,,,,,4 + TRANSFORMER 9 .� E4-A � t AND PAD PB �, f�—� Rye it �`� _,. t Tom•, NEW PARK r ELECT. SERVICE Ns li �� •y .r'-' �� y�3Ile =�Fa Ilk 5, a I N O t t jL a b flit o U � O O C • P • 4 O • E C `` o so Frm e , • �/''/ a �.-/� Est of S10 tiud tly }} . ram, ab y� ` f �,,....,..,.,.,,w#i•_ tC�./ . _ j� i�e t�Np Rtot Room r L�MMY G KTURE �Clk=9ng ML�L TYPE MFG. DESCRIPTION LAMPS POLE MTD. VICTORIAN TYPE FIXTURE 175W MET. HALIDE #R54CANA2ATNG175HH A HADC❑ GLOBE TYPE V(R54), POD TYPE(C), VICTORIAN ROOF(A), NOT CAGE(N), FINIAL(A), FASTENER(2),BLACK FINISH(A), FULL TOP REFLECTOR(T), NO PHOTO 175W CONTROL(N), MOGUL SOCKET(G), 175WMH(175H), 277V(H) MH PROVIDE DIRECT EMBED 15' POLE AMERON 'VICTORIAN' WITH BLACK AGGERGATE AMERON #VEM-4,6 PROVIDE 600V/20A FUSE IN BASE OF POLE POLE MTD. VICTORIAN TYPE FIXTURE 175W MET. HALIDE #R54CANA2ATNG175HF A2 HADC❑ GLOBE TYPE V(R54), POD TYPE(C), VICTORIAN ROOF(A), NOT CAGE(N), FINIAL(A), FASTENER(2),BLACK FINISH(A), FULL TOP REFLECT❑R(T), NO PHOTO 175W CONTROL(N), MOGUL SOCKET(G), 175WMH(175H), 208V(F) MH PROVIDE DIRECT EMBED 15' POLE AMERON 'VICTORIAN' WITH BLACK AGGERGATE AMERON #VEM-4.6 PROVIDE 600V/20A FUSE IN BASE OF POLE B LANDSCAPE LIGHTING F6 BOLLARD BLACK 277V, MET HALIDE HADCO PROVIDE 600V/20A FUSE IN BASE OF POLE APPETURE VERT. LENSED HID RECESSED D❑WNLIGHT W/ BLACK STEP 70W C HUBBELL BAFFLE #L-R3-05-277V W/ TRIM #L-9-FF-BB-B MH D LUMARK WHITE POLYCARBONATE BRICK LUMINAIRE 70W # MHBW-70-N-277V MH F METALUX 24' FLUORESCENT STRIP LIGHT 20W T-8 # SN-1-20-277V-EB81 G METALUX TWO TUBE 4' INDUSTRIAL FIXTURE 2-32W # IA-232-277V-EB81 T-8 H CODE BLUE 'TALL PEDESTAL INTERACTIVE VOICE COMMUNICATION UNIT' AS MANUFACTURED BY CODE BLUE #CBI-S WITH OPTIONAL 70W METAL HALIDE AREA LIGHT, NO KEY PAD (911 BUTTON), COLOR=SAFETY RED M. .. w 5130 SCALE:1 "= 100'-0' S WGBGDA ENGINEERING .• • . 3' n 1 0 COYOTE RUN BryaTa es 776 8-5202 (979) 774-3400 Of 34- Sheets till 4 - - 1 i CIRCUIT LIGHTING FROM 13 4� 13 THISUPOINT TO POINT �E TO MDP-7 T TO POINT 13 C 1 CONDUIT W/2-IC#4,1-IC#8 GROUND g ..� ': TO MDP-il ram. �T A 4�4.y �k �t ^w _ 13 (MDP-13) 2 CONDUITS SPARE '. CIRCUIT LIGHTING FROM 4 4 BEYOND THIS POINT z. t /e 12 =-w�.'� e 1 CONDUIT W/ #6 )WALK LITES TO MDP-13 13 MDP q,_ CIRCUIT LIGHTING FROM 1 Ai I 7 MDP# 3 WALK LITES :i ` THIS PAINT TO POINT D °+..., - Al1-1C#8 GROUND TO MDP-il 4 I dam- d— d ` .:/ •4«, I 4O E t d 3 - e t 16 2 CONDUITS SPARE " / 2 .m ._ r vi 2 a/ e : 4 �2 5 12 1 CONDUIT W/2-IC#6 WALK LITES H 3 7 (MDP-ill 2-iC#6 WALK LITES 15 3 4 (MDP_ v 13) � v 1-1C#8 GROUND , 9 3 CONDUITS SPARE t .ter y 4w.F V .ti _ 15S ! fl { /-At rn � � eta rt r' 0 4,. � � �S',# � �y` _ _• ,,. . 15 I r. y " e y-;4J`r'. , p �v\ ^` Az k. q 154, , a r � F A V) c O V) . A�` Wly- poCLc0a N � jy m w c ox a) C Q L p U W N '.. 15 N C4 15 T TIR A2 t ,Jlki ftv , R GENERAL ELECTRICAL NOTES: a O1 TAP LIGHTING CIRCUIT CONDUCTORS AND GROUND IN PULL BOX AS PER E5.10 WITH #IOAWG ROUTE IN 3/4' CONDUIT TO LIGHT POLE. �15 O2 PROVIDE 3 EACH 3' PVC SLEEVES 30' BELOW FINISHED GRADE THIS LOCTION FOR �., ,� A2 FUTURE ELECTRICAL. INSTALL SAME AS DET. E6.1, EXTEND TO 5' BEYOUND SIDE -�- WALK AND CAP ALL ENDS. DRIVE 24' #3 REBAR INTO GROUND AT EACH END 1a: ff i FOR FUTURE LOCATION. ILI F DEMO THIS AREA OF CONCRETE. 7I c O3 PROVIDE PULL BOX AS PER E6.5 THIS LOCATION. .*_ SAW CUT AROUND AREA TO BE REMOVED. Y; c • INSTALL NEW LIGHT AND PULL BOX /_ A2 155 v �i •o 4O 3/4 U.G. CONUIT BETWEEN LIGHT POLES WITH 2-1C#10 AND 1-1C#10 GROUND �t "}w,. THEN REPLACE CONCRETE L _� c E 9 W69 O5 PROVIDE EMERGENCY PHONE FIXTURE TYPE 'H' THIS LOCATION AS PER E5.9 Ilk W r •- � „' � of 2S OBOARDWALK OVER (E) WETLANDS. NO EXCAVATION TO BE DONE. CONDUITS TO TRANSITION TO RIGID AND BE ROUTED BELOW NEW BOARDWALK AT THIS ' '�»... , I C LOCATION. `�e� a' °�-' 15 N N„ 0 v v r 7 U.G. TELEPHONE CONDUIT DUCT BANK WITH 2-2' CONDUITS. INSTALL PULL t STRING IN EACH CONDUIT FOR INSTALLATION OF PHONE CABLE BY OTHERS �_- ,� , U.G. CONDUIT DUCT BANK WITH 3-2' CONDUITS (i-LIGHTING AND IRRIGATION, 2 o �' SPARE) IN DUCT BANK THIS SECTION. CONDUCTOR SIZES BETWEEN PULL 4, r8 c q BOXES TO BE AS NOTED. 1 I A2 '- ,' ` ., « c S x 9 PROVIDE VU.G. CONDUIT FROM PULL BOX TO EMERGENCY PHONE WITH PULL M o W or STRINGO STRING INSTALLED FOR INSTALLATION OF PHONE CABLE BY OTHERS. _ L 10 INSTALL BOLLARD LANDSCAPE LIGHTING TYPE 'B' THIS APPROXIMATE LOCATION. REFER TO 15 ..., LANDSCAPE FOR ACTUAL LOCATION AND E5.$ '`' -� 11 3/4' CONDUIT WITH 2-#8 AND 1-#8 GROUND TO IRRIGATION CONTROLLER. REFER `.. TO LANDSCAPE DRAWINGS FOR EXACT LOCATION AND ADDITIONAL DETAILS. 12 U.G. DUCT BANK WITH 4-2' CONDUITS (1-LIGHTING, 1-LIGHTING AND IRRIGATION, 2 SPARE) 13 REMOVE (E) LIGHT FIXTURE AND DEMO FOUNDATION TO 18'r BELOW GRADE 14 PROVIDE 2 EA-3' U.G. TELEPHONE CONDUITS TO HOLLEMAN DRIVE. INSTALL AS PER E6.2 ° _ - _ REMOVE (E) LIGHT FIXTURE AND INSTALL NEW TYPE A2 FIXTURE. RECONNECT C dd l�QED ELECT. PLAN SECT. I - � � V TO (E) CIRCUIT CONDUCTORS. RE- E5.5 SCALE: 1" = 30'-0" "y�r I A2 ( � TRANSITION U.G. CONDUITS TO RIGID AND ROUTE BELOW WALK BRIDGE NEXT TO 16 EXISTING CONDUITS. _ �' . �� W PROVIDE 1' U.G. CONDUIT WITH CIRCUIT CONDUCTORS AND GROUND TO"��. 17 OVERLOOK THIS LOCATION. 2 t W �" kj� 4ftBODA M 13 9D•1.� �+ as S WQBQDA ENGINEERING �N 7010 COYOTE RUN a� (979) 774--3400 Of 34- sheets __. ... ...:r,...w ..�_.r...,,.:.: ._ r..-,.. .. _�.:.ts_,,. .. ... ,,. _�.. '=s..., ..:-:-a:...a..... ::. 5.' .. :,.._ _ .:.. .:,. .:,;; .,._ .... .,_ .. ......._. ..-. ... .. _. _. _ _.. .� .._. ,. .. .. ..,.... ... .. :, ... ..... .:. .. .._...-:.., .. ._ .. ..... �., ., ._-... ..,. -. ....,. ,. ...-. ,.. .... ... �..... ....._ ,. ,_ _ _.. __. ...._ ..... _ _. ,_...� _......, .... _... ,w .. _ ......... ,... .,. _.._ _, ,�.,. .,_... ., ..-. ....... ...... _.. .... ,....�,.. ._.... .. _. ,... _.... ,� ...._., ....... ,.. _...... o-....-. ._a.;�,. ..._._ _ .... .e s.::.�W,........ _ _y..,,_.,...r ..,-..^x_ .«.a: ..__. _..._.,.......&..._.....�_..yt.-u:'.,.�.:. ...- s.:.r.,,.a-r..,k' _.. �....._.x.:�.., .., _.,�.. �. -.,. PROJECT BENCHMARK: Chiseled Square in the top of concrete box on the north side of Holleman Drive 600 feet west of the driveway into the Post Oak Mall. Elevation: 268.96 Secure Wire Fencing to DOsts round Line Existing Ground Wooden or Metal Post, Min. 3' Length (1 1/2' expoASoil, max 10' spa Ground Lin Bury toe of Silt Fence 6" below proposed grade Existi GENERAL NOTES Attach Filter Material to Wire Fence and extend it into the trench. -ound Line Existing Ground Wire Fencing Silt Fence, "Silt Stop" or approved -equal Min. 24" Overall 6" x 6" Trench Compact trench backfill to prevent "washout" 1. Woven wire fence to be fastened securely to fence post with staples. 2. Filter cloth to be fastened securely to woven wire fence with ties spaced every 24 inches at the top and midsection. 3. When two sections of filter cloth adjoin each other, they shall be overlapped 6 inches at the posts, and folded. REINFORCED W FIL TER FABRIC FENCE Symbol NTS RENAME- r*WvoedWtfwc.drq PLATTED 16 Oct 2001 - 3:38 pm J Steel fence post at 12' on center. Fence 12" from p improvements TREE NEXT TO IMPROVEMENTS Fence at Drip Line O ; _TREE PROTECTION FENCING .SNOW iEENCEI SYMBOL NTS Place fencing 0 the drip line of all trees shown to be protected. FILENAME. tr••f•ne•.d•g PLOTTED: 17 Oct 2001 - 5:26 pm 0 i-.. Pubfic Existing 50' Alin. R' ht-of-wo Ground Separation Geotextile 8' Win. Fabric for Full Width and Length of Exit PROFILE Graded to Prevent Run —Off from Leaving Site. Provide Appropriate Transition Between Stabilized Construction Entrance and Public Right —of —Way I 50• Min. , txlsting =, Public Right of Way Ground t e Or As Shown On Plans v� r Course Aggregate _LAN STABILIZED CONSTRUCTION EXIT NTS 1711_0"E: construction-•xR.dwg PLATTED 22 Oct 2001 - 2:36 pm CONSTRUCTION NOTES: 1. Length shall be as shown on the construction drawings, but not less than 50 feet. 2. Thickness shall be not less than 8 inches. 3. Width shall be not less than full width of all points of ingress and egress. 4. Stabilization for other areas shall have the some aggregate thickness and width requirements as the stabilized construction exit, unless otherwise shown on the construction drawings. 5. Stabilized area may be widened or lengthened to accommodate a truck washing area. An outlet sediment trap must be provided for the truck washing area. 6. Contractor to submit location of stabilized construction exit for approval. s STORM WATER POLLUTION PREVENTION PLAN GENERAL NOTES F'LFNUC 8C5-PPP_9en_contdwg GENERAL PLATTED: 15 Oct 2001 - 4:51 pm 1. All contractor vehicles, including employee's vehicles, shall park within the project site to minimize traffic on the public streets adjacent to the work site entrance. Contractor will provide sufficient parking areas to accommodate his vehicles. Any areas disturbed or destroyed by vehicular parking will be repaired to original condition prior to completion of project. 2. Contractors shall ensure that no dirt from the project accumulates in the existing streets. If dirt or debris from the project site accumulates on adjacent streets, the contractor shall immediately clean those areas. 3. Contractor shall place erosion control protection at appropriate downstream locations to minimize silt and debris from leaving the construction site and entering the drainage system. 4. If required on the plans, the contractor shall maintain a vehicle wash down area of sufficient size and in a location to facilitate cleaning his vehicles prior to leaving the work site. 5. Once vegetation is well established contractor is responsible for removing all temporary erosion control measures (i.e. silt fences, rock check dams, etc.) 6. Structural controls shall be installed as soon after clearing as practical and maintained in good working order until the site is stabilized. 7. Alternate structural controls may be utilized if approved by Engineer. 8. The contractor shall comply with the EPA STORM WATER DISCHARGE PROGRAM and is responsible for completing and filing the appropriate forms. DR • Q�1 0 >< t 1 �C ••S Is 311 II 1 . �J o I 111 ���i �1�I r • _ __d � I Typical SWPPP Legend * 30' TYP. 15' TYP. i Limits of Disturbance ------ Temporary Construction Easements —o—o—o—o—o—o— Snow Fence z Z J W X Seale:—x—x—z—x—x—x— Silt Fence tL w 1 inch sa 100 feet w z V Z z w . , , u , , .; 0 -0 • • J • • • lUi 0 • 0 �•• �,a, • • • • �O. • . • • �w• • �V'Q• �;°p C� J to w� o ;tn3 N Q w w p+m _X O�Cavi ZD OU s✓ O a� • o� W 0 J ' t` c ccCCNO •- �UJ n �ccv •n Ota �Oo � CL «C,* 20d C A Oc W h�N C 4 C:'NtnC pF c.F+"pM�ND �� _O rU� �t«°n,. p c>c�a �i � w '� c.Q.� o c « m O O� Q' Xt.'O°QD> U p U cU A � u0 N ro In c0 an rn O D A O � h v v O O In � 110 0 L U O m n CC $ x C" IE O44• xgx O A H a 15 Xa ie r a a� CYC� �y� oga 1 s o � 0 v W Of 4 3 Sheets E� 0 F _z CIRCUIT LIGHTING �. CIRCUIT LIGHTING FROM THIS POINT TO i 1p 11, p — p _ p -- p 1 \ FROM THIS POINT TO POINT A TO MDP-3 / i CONDUIT W/ 2-#6 IRRIGATION (MDP-8) POINT G TO MDP-5 '' `P �P 12 2-#2 AND 1-#8 GROUND <MDP-1) B C3 1 CONDUIT W/ 4-#6 AND 1-#8 GROUND (MDP-3),(MDP-5) N 2 T ARE p1 CONDUIT 12 Y/ 4 '" '"`� ^�. 1 __ _ P z p _ p _ p _p r Jam+A/ Q .. 1 CONDUIT W/ 2-#6 IRRIGATION (MDP-8) j ; 4 tr`V �,� �* 2 2-#2 AND 1-#8 GROUND (MDP-1) 1 CONDUIT W/ 4-#6 AND 1-#8 GROUND (MDP-3),(MDP-5) 11 2 CONDUIT SPARE 12 IRRIGATION CONTROLLER-\ \ \ 3 a \ 41 A o T P/ X n EaLlaROED ELECT. T. PL AH SECT. 3 SCALE: 1 "=30'-0" CIRCUIT CIRCUIT LIGHTING LIGHTING FROM BEYOND THIS THIS POINT TO A POINT TO 7 POINT B TO (MDP-1) jjj/ v (MDP-3) 1— 1— 1— 1-- 1 _— 11 d._- d— d— d—mod d 1 1` 3 ` TP /- d d\ d .___ T P d ( -.... T ...�..:..--.p T —T —T —T T P P A 2M►*' I t ... •. _ - sr�•�x 1 COND W - - ._ _ ...... _..,, -1#8G (MDP-1) ----- � � 8 / 2 #8 IRR (MDP 1) � 4 ,o2 COND SPARE / 1 CONDUIT W/ 2-#6 IRRIGATION (MDP-8) 2-#2 AND 1-#8 GROUND (MDP-i) 1 CONDUIT W/ 2-#6 AND 1-#8 GROUND (MDP-3) 2 CONDUIT SPARE 4 n 7 r 1' �P T 3 P —T —T _T T A P A / \ '10 GENERAL ELECTRICAL NOTES: LL U O1 TAP LIGHTING CIRCUIT CONDUCTORS AND GROUND IN PULL BOX AS PER E5.10 WITH #IOAWG ROUTE IN 3/4' CONDUIT TO LIGHT POLE. 2O PROVIDE 3 EACH 3' PVC SLEEVES 30' BELOW FINISHED GRADE THIS LOCTION FOR FUTURE ELECTRICAL. INSTALL SAME AS DET. E6.1, EXTEND TO 5' BEYOUND SIDE WALK AND CAP ALL ENDS. DRIVE 24' #3 REBAR INTO GROUND AT EACH END FOR FUTURE LOCATION. O PROVIDE PULL BOX AS PER E6.5 THIS LOCATION, 4� 3/4' U.G. CONUIT BETWEEN LIGHT POLES WITH 2-1C#10 AND 1-1C#10 GROUND O PROVIDE EMERGENCY PHONE FIXTURE TYPE 'H' THIS LOCATION AS PER E5.9 OBOARDWALK OVER (E) WETLANDS. NO EXCAVATION TO BE DONE. CONDUITS TO TRANSITION TO RIGID AND BE ROUTED BELOW NEW BOARDWALK AT THIS LOCATION. OU.G. TELEPHONE CONDUIT DUCT BANK WITH 2-2' CONDUITS. INSTALL PULL STRING IN EACH CONDUIT FOR INSTALLATION OF PHONE CABLE BY OTHERS OU.G. CONDUIT DUCT BANK WITH 3-2' CONDUITS (1-LIGHTING AND IRRIGATION, 2 SPARE) IN DUCT BANK THIS SECTION. CONDUCTOR SIZES BETWEEN PULL BOXES TO BE AS NOTED. OPROVIDE 1' U.G. CONDUIT FROM PULL BOX TO EMERGENCY PHONE WITH PULL STRING INSTALLED FOR INSTALLATION OF PHONE CABLE BY OTHERS. 10 INSTALL BOLLARD LANDSCAPE LIGHTING TYPE 'B' THIS APPROXIMATE LOCATION. REFER TO LANDSCAPE FOR ACTUAL LOCATION AND E5.8 11 3/4' CONDUIT WITH 2-#8 AND 1-#8 GROUND TO IRRIGATION CONTROLLER. REFER TO LANDSCAPE DRAWINGS FOR EXACT LOCATION AND ADDITIONAL DETAILS. A --�. - »• __ _- ..-- , 12 U.G. DUCT BAIn( WITH 4-2' CONDUITS (1-LIGHTING, 1-LIGHTING AND IRRIGATION, / 4 2 2 SPARE) U A/ 4 13 REMOVE (E) LIGHT FIXTURE AND DEMO FOUNDATION TO 18' BELOW GRADE 6 \I �Ar � a� Of N m m v o� O iR t Ix O e 1� ;fit. 14 PROVIDE 2 EA-3' U.G. TELEPHONE CONDUITS TO HOLLEMAN DRIVE. INSTALL AS PER E6.2 �/ 15 REMOVE (E) LIGHT FIXTURE AND INSTALL NEW TYPE A2 FIXTURE. RECONNECT TO (E) CIRCUIT CONDUCTORS. RE: E5.5 TRANSITION U.G. CONDUITS TO RIGID AND ROUTE BELOW WALK BRIDGE NEXT TO EXISTING CONDUITS. • t 1 COND W/ "" �•. , _. \p \ 8 2-#8 IRR (MDP-1) PROVIDE 1' U.G. CONDUIT WITH CIRCUIT CONDUCTORS AND GROUND TO \p \� 2#6-1#8G <MDP-1) 17 2 COND SPARE OVERLOOK THIS LOCATION. P �f r 3 1 COND W/ 2-#8 IRR (MDP-1) A �., 4 - 2#6-1#8G (MDP-1) " ` A -•,� j 2 COND SPARE A 3 /A X 8 7 X- T T 3 A _ 1 p P T C ' I— p p �_ P TP— T -.— T T — T _ T a (fiy / —P —T—T TP _pli _Tp TP —.p —p _Tp _ Akd 4 5 TION 1 rF ILLER.. ,5_• H f 4 +/fPJE' OF T •.y . ... S WQBODA ENGINEERING 7010 coy ovE RUN (979) 774-3400 0 tO v c a W C ITC U m 0 41 � 0 U a- t" V) V) C O V) O' a = O c a MW 00 o=�n �xx��ppin =Ca C = O D._ V - in m F p 'l £� (L p T `pN P=«o•=c Cp1 �cpO arNp Y� �fW �E�a� =O OD co�wo W �CI N � Cm N r a I 40 Jlki d h f 4 U � c a a a � = c u °a c W O Y _ _ X EE�i f- P= 2 -tE _ O Q W UN C bfA .� (Azga Zn°o U3ao cg in'n.5 C$�. CN U ��0 L Y Y m qp 0 v� o c J anal fc� tao 1'ii^ ocggg (A -o0a�a O N m (Lij� v / J y vQ� WU� Co � W Q[\v cj:� W CL Q ... J J W E4 Of 34 Sheets a TYPE 'D' FIXTURES TO BE 1/4"=1'-O" MOUNTED BELOW STRUCTURAL FOUNDATION UORESCENT STRIP LIGHTS ]KITED IN CUPOLA. RE, DETAIL 4 IIS SHEET. -I (FOR OVERLOOK #1) (FOR OVERLOOK #2) n OVERLOOK K BULDONn1G [LO TONG 1 /4'=1'-0" PROVIDE GFI RECEPTACLES RESETABLE AT THIS LOCATION. L-1 ., GFI —PANEL L' r MOUNT 4 TYPE 'F' LIGHTS 48' IN CUPOLA SIMILAR TO OVERLOOK BUILDING. RE1 CON IT INSIDE MOUNT TRANSFORMER ON DETAIL 4 THIS SHEET KIO K MAY BE WALL ABOVE PANEL 'L' °. • .. RUN EXPOSED 11 �,..�.. a , — PANEL 'H' GFI PROVIDE LIGHTING CONTACTOR WITH PHOTO CELL CONTROL AS PER DETAIL 11 THIS DRAWING TO CONTROL ALL LIGHTING CIRCUITS SERVED BY PANEL H PROVIDE GFI RECEPTACLES RESETABLE AT THIS LOCATION. n aUO8a POWER 1 /4"=1'-O" FOR KIOSK ONLY, PR❑VIDE 3000VA PHOTO CELL ON TOP OF CUPOLA 4 CUPOLA LIGHT MOUNTING BOX IN CUUPLA W/ JSE FOR ALL LIGHTING OK STRUCTURE. RE: DETAIL 6 THIS DRAWING TAMPED BACKFILL INSTALL BROOKS FOR LIGHT POLE DETAILS 6-g•� SERIES 5 PULL BOX- GROUND LEVEL N D LEVEL REMOVE TOP OF (E) POLE FOUNDATION TO A POINT AT I ' •. RETE BACKFILL LEAST 14' BELOW GRADE-' ~ ! CABLE ENTRANCE ; 3/4' PVC CONDUIT WELD GROUND WIRE TO ROD PROTECT CIRCUIT CONDUCTORSzo DURING DEMOLITION AND REUSE ' " a /8'x8' GROUND ROD s ;z '. • n-° `TAM D BACKFILL TO REQUIRED s ELEVATION TO SUPPORT POLE ,• _ 8' NOTE, FOR ALL LIGHT POLE FOUNDATIONS, COORDINATE NOTE: FOR ALL LIGHT POLE F❑UNDATIONS, COORDINATE EXACT LOCATION WITH LANDSCAPE ARCHITECT PRI❑R TO EXACT LOCATION WITH LANDSCAPE ARCHITECT PRI❑R TO INSTALLATION. INSTALLATION. n LOONY POLE UHSTALL ATOOH DD ETAL 8 LOGHT POLE UHSTALLATROO a DETAL N.T.S. N.T.S. h N A s� v v� %n o� MIN. 3/8'X10'X2' ANCHOR BOLTS FINISH GRADE Y �µ'� t __,� 14- DIA X 30- DEEP °' `} r Z CONCRETE FOOTING WITH IX 4 #8 VERT WITH #4 Z�,' TIES e6 O.C. occuu M � ,r 8'X5/8' GROUND ROD r' CONNECT TO FIXTURE NOTE: FOR ALL LIGHT POLE FOUNDATIONS, COORDINATE EXACT LOCATION WITH LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. Cut EOLL ARD DETAL N.T.S. s 5/8'X8' COPPER GROUND ROD z x ELECTRICAL & :a TELEPHONE CONDUITS 3/4'X24' L-SHAPED ANCHOR BOLTS W/ MIN. 6' EXPOSED THREADS ALIGNING 3TEMPLATE 24'0 FOUNDATION I jf #4 VERTICAL ALIGNING ' y. STEEL WITH • TEMPLATE �. #3 SPIRAL • • 8'0 BOLT CIRCLE w • { • u � r • \� • STUB UP ELECTRICAL & — — — COMMUNICATION CONDUITS -c • WITHIN 3' CIRCLE _ �► PROVIDED IN TEMPLATE PHONE PLATE TO BE PARALLEL WITH ` w�I #3 SPIRAL 12' PITCH WALKWAY 24' DIA (8) #4 VERTICAL STEEL EN!EPC�ENCY FHONE FOUNDATINON 1 at 1_2Q/_240_ VOLT, I_ PHASE, 3- WIRE SURFACE MOUNTED iNEL. L _ _ 125 _ AMP �RE� ( - 125_ _ AMP MC BVAVA. VA ) CKT SERVES WIRE CB 0 OR K CB WIRE SERVES CXT RECEPTACLES 12 20 360 360 20 12 RECEPTACLES LIGHTING CONTROL 12 20 180 4 SPARE - 20 SPARE - 20 SPARE - 20 SPARE - 20 I 1 - I - I - ITOTAL VA - I 22YL�PHASE, WIRE SURFACE :1 . ► ■ /ter-: MOUNTED F ME FM :1 SURFACE y 1 1 �3 ►• 1 1 MOUNTED � 1 1 RAYCHEM SEALENT COATED TUBING #FCSM-5 CONNECTOR i, LENGTH TWO WAY LONG BARREL TYPE COMPRESSION FITTING 600V U.G. CABLE 7 CONDUCTOR TOR SPLUCE DD ET AL N.T.S. WRAP AROUND TAP CONDUCTOR OOR TAP DEVQUL ,1 N.T.S. L1 C PC H H 277V I N 1 I n HOGN T UGHT0 O CONTROLLER N.T.S. RUC ALA L�,OOIDD SMU�i159ARY (480/270V, 30, 4W) ION KVA OA OB 0C E 13.5 16 16 16 50 60 60 60 63.5 76 76 76 1 .... ... . ..... *. , . . ............... 0ODA 1 3�0'9`,� S WOBODA ENGINEERING 7010 COYOTE RUN Bvyan, Texas 77808-5202 (979) 774-3400 wo En W U m� cv WC�Y CPC u � -am L �o U 0- W M 07 C O N N 0! 9 Of 34- Sheets A�x '�•�`'��.' , t+`.;x ¢ YnS�e? = rWi„ ti `�' vg 3aJ Vr ' _ aa. , '� ?;�'.? $;'S�"�Zrya Handrail (Typ.) (Refer to Structural) ' I Handrail (Typ.)(Refer to Structural) Trash Receptacle i / ,AY- - Bench Newel (Refer to A4, 01/DI) Steel Curb 10 - Maiden Grass (I gal.) Existing Light Pole ci0 - Asian Jasmine (I gal.) Light Sculpture (Future) (Referto 07/D ) - Dwf. Wax Myrtle (5 gal.) Trash Receptacle c10 - Asian Jasmine (I gal.) Steel Curb lht Bollard (Refer to 07/DI) 10 - Maiden Grass (I got.) Newel (Refer to A4, 01/DI) Steel Curb 24 Lin. Ft. Steel Curb (all inside sidewalk) Trash Receptacle Lawn Steel Curb Lawn i } Lawn • Handrail (Refer to Structural) - r5 - 12 - Maiden Grass (I gal.) - Dwf. Wax Myrtle ( gal.) � - - Emergency Telephone (on landing) 61 3' Dia. Mulch Ring (Typ,) Bench (on landing) Brick Band Paw Print (in concrete) surrounded by Brick Band (Ref(!!r to 02/D2) Bench (on landing) 3 - Lace Bark Elm (45 gal.) 4 - Dwf. Wax Myrtle (5 gal.) C10 - Asian Jasmine (I gal.) Steel Curb Lawn / Newel _ - (Refer to A4, 01/DI) \` Sidewalk Lawn Trash Receptacle Steel Curb 3 - Lace Bark Elm (45 gal.) „1 Newel (Refer to A4, 01/DI) -- R- 2' (Typ.) Sidewalk Light Bollard Refer to 07/DI 3' Dia. Mulch Ring (Typ.) 9 ( ) Lawn Paw Print (in concrete) surrounded by Brick Band I 10 - Maiden Grass (I gal.) I i 3 - Lace Bark Elm (45 gal.) Bench (on landing) `\\ . •\Op a n Point of Interest near Overlook (at 51 +28 ) 01 Point of Interest Landscape Plan Ref: None Scale: 1"=20'-O" Note: Verify all dimensions before construction. North (Refer to 02/D2) �, Olt CIO - Asian Jasmine (I go].) i 6 - Dwf. Wax Myrtle (5 gol. ) 140 Lin. Ft. Steel Curb (all this side of bridge) Brick Band Bench; i �\ \\ C) \ \ Emergency Telephone (on landing)' \ \\ 10 - Wax Myrtle (15 gal.) (Pocket Plant) \ \ � \ Res Trash Receptacle (on landing) Approximate location } op of Elec. Service , 1 (Refer to Electrical Sheets E(o, E7) I �� —0 O O n Screening of Electrical Devices near Rest Stop lectr i c service Greening Ref: None Scale: i"=20'-O" Note: Verify all dimensions before construction. North Light Bollard (Refer to 07/DI) Light Pole 10 - Maiden Grass (I gal . ) 140 Lin. Ft. Steel Curb (all this side of bridge) Trash Recel 21 - Dwf, Wax Myrtle (5 Information (Refer to Struc 13 - Dwf. Wax Myrtle (5 gal.) \ Trail Nodes Drinking Foi at existing bridge (On Lmdi 0 2 Lanosc p Plan Trail i�bc�es Ref: None Scale: I"=20'-O" Note: Verify ail dimensions before construction. North 4 - Wax Myrtle (15 gal.) (Pocket Plant) Reduced Pressure Backflow Preventer (Refer to Sheet L 2) Irrigation Controller "A" (Refer to Sheet L 2 ) 05 Landscape Flan �, �, Irrigation Controller A Ref: None Scale: 1"-20'-0" Note: Verify all dimensions before construction. North 06 Tyypi al Planting Detail for Ground Cover, Shrug s and Cra e Myrtle Ref: None Scale: None p Typical Crape Myrtle Installation Guy Wire through Garden Hose (Typ.) 0 "T" Post (Typ.) Typical Shrub Installation Bull Rock Top Dressing 0 (3" Depth - Refer to Landscape Specifications - C*� FLOWERBED TOP DRESSING) 4� y4r�, Bedding Soil (8" Depth - Refer to Landscape �•�` u,, Specifications - BEDDING SOIL (MIX)) u Typical Ground Cover Installation 0 ( Steel Curb n (4"A" Powder Coated -Green) (where indicated on plan) Undisturbed Native Soil Bicycle ( On Lor 03 Landscape Plan Information Kiosk Ref: None Scole: 0-20'-0" (0 ote: Verify all dimensions before construction. North Typical Tree Installation 07 Cono. p,y Tree Planting Detail Ref: None Scale: None 1 nch (On Landing) nch (On Landing) nch (On Landing) - Lace Bark Elm (45 gal.) Dia. Mulch Ring (Typ.) Guy Wire through Garden Nose (Typ.) 6' "T" Post (Typ.) Native Backfill 3' Diameter Mulch Ring (Typ.) (3" Layer of Shredded Pine Bark Mulch) Bedding Soil Undisturbed Native Soil o OR TF.r�O '0 o ••' ° 0 O �Y : � ••�:1tY Oi........................... ROBERT B. RUTH 1434 • o��aQ tip• IsTt� 11 /01/01 ti V N M 6 N Qr O a` x Is, r a t-r 6 & t -' vN U C1 b a� to C w� W fin\ L� � a- N T N 6 � — 6 N � c�o� ovCP � U 3 0 J Date: q/13/01 Revisions: 11/01/01 - R13P SneeT. Ot ?It ;TIC WARNING TAPE TOP 6' OF SUB- ZADE COMPACTED TO 95% OF MAX DENSITY KFILL COMPACTED IN 6' ERS TO 90% OF MAX. SITY. :S AND NUMBER OF CONDUITS VARIES. MULTIPLE LAYERS OF CONDUITS, VIDE CARLON SPACERS 6' D.C. (ilypeDIEROROUND SECQNDAFY AND COMMUNICATION CONDUIT DETAIL LIGHT POLE INSTALLATION COMMUNICATIONS —' PULL -BOX POWER PULL -BOX t 'Tr n 80DEt &LK DC TAOL \ Y_ SCALE: N.T.S. . 510EVf� ,--SIDEWALK 2-4' U.G. CONDUITS RE, E6.2 ►STIC WARNING TAPE TOP 6' OF SUB- ZADE COMPACTED TO 95% OF MAX DENSITY _A 3' TELEPHONE CONDUITS KFILL COMPACTED IN 6' ERS TO 907 OF MAX. SITY. A 4' PVC CONDUITS BY E.C. SPARE, ONE WITH 15KV CABLES LES TO BE PROVIDED AND 'ALLED BY C.S. UTILITIES. n MbDD CMG QR(0MaDD PROWART COH MOT DDETAL N.T.S. STAINLESS STEEL NEMA 4X ENCLOSURE WITH STAINLESS HANDLES AND TRIM 72'H X 24'DEEP X 60'W WITH LOCKABLE DOUBLE DOORS. METER AS PER. UTIL. CO. REG. UTIL. CO. TRANS. —\ 3' U.G. CONDUIT W/ PULL STRING SERVICE CONDUCTORS BY UTIL. CO. PHOTOCELL ELECTRICAL CONTRACTOR TO PROVIDE 30' RIGID OR I.M.C. PIPE FOR UTILITY COMPANY INSTALLATION STAND-OFF BY UTILITY COMPANY GROUND COUPLING LONG SWEEP EL 90' P.V.C. 2 EACH 4' U.G.----,' PRIMARY CONDUITS (3 R POLE DD ETAUL N.T.S. 1 LIGHTING CONTROLLER #2 GROUND PANEL 'MDP' 200A MCB 480/ PROVIDE 7'X7'X6' 277V PAD W/ #3 BAR 30,4W 12' D.C. EACH WAY PROVIDE 8' GROUND ROD AT KIOSK POWER POLE CAP SPARE FOR FUTURE USE PHOTOCELL 25KVA TRANSFORMER PANEL 'L' 'H' 11 125A 125A 120/ 480/ 240V 277 V 10,3W 30,4W MCI NOTE, ALL DIMENSIONS ARE IN INCHES 1/2' REBAR 18' CENTER TO CENTER BOTH WAYS. CLASS 'A' CONCRETE AS PER CITY OF COLLEGE STATION SPECIFICATIONS. XFMR KVA A INCICS B RICHES C INCIES D INCHES E INCHES F INCHES G INCHES WEIGHT (Ib.) 100 24 11 52 70 10 49 14 1,775 SINGLE 167 24 11 54 70 10 49 15 2,205 PHASE 250 24 11 54 70 10 49 15 2,500 112 35 15 87 76 21 40 26 31000 150 35 15 87 90 21 54 26 3,300 225 39 15 91 90 21 54 26 4,565 300 46 15 91 91 21 55 22.5 4,915 THREE PHASE 500 46 15 110 105 21 69 32 5,800 750 53 15 110 105 21 69 28.5 8,000 1000 53 15 ill 105 21 69 29 9,500 1500 58 15 114 109 25 69 28 11,600 2000 58 15 114 120 25 80 28 15,000 BASE BID TO INCLUDE PAD FOR 112KVA 30 TRANSFORMER PAD FINAL PAD SIZES TO BE APPROVED BY COLLEGE STATION UTILITIES PRIOR TO INSTALLATION. n Q& 4GRANSFORONER PAD DCETAL SCALE: N.T.S. LIGHTING CONTROLLER -PROVIDE 12'X12'X60' WIRING GUTTER BELOW PANELS U.G. POWER CONDUITS TO FUTURE SCULPTURE )J - LIGHTING CONDUITS AS NEEDED 2' U.G. CONDUIT W/ 4-1C #3/0 '\- LIGHTING CONDUITS AND 1-1C #2 GROUND TO TRAILS AS NOTED U.G. POWER CONDUIT TOWARD HOSER DO&GRAN HOLLIMAN RD. SCALE: N.T.S. 0 38-T C.I. COVER. COVER TO BE MARKED 'ELECTRIC' OR 'TELEPHONE' TO DESIGNATE ASSOCIATED UNDERGROUND CONDUIT USES. Iva :.' BROOKS PRODUCTS NO. 38 NOTE, PROVIDE MINIMUM . ' OF 36' EXTRA WIRE IN y PULL BOX FOR FUTURE MAINTENANCE AND TAPE. CONDUITS TO ENTER AND EXIT FROM BOTTOM OF BO', ELEVATIOA SCALE: N.T.S. • L S WOBODA ENGINEERING 7 010 COME RUM BPyan9 Texas 717808-920,1) (979) 774-3400 V1U0 gaOa. .10li�c� `Dv cv W C CPO mg,ly iiO t � p U a W to c O T N (Y a O n 0. J x V V apC� J h O ^ j c 0 soeW °ocv -A Mo d oai o - - I g, CP c 7 p+ o 8 2. W w� N C I cm P= « y c 02ok c 0Lr O �'OtiaO U CO on 0 W GOO> u c0 > T_ z anN Kra Of 34 Sheets �I L .'a 1 r._ Q u; D w J Cr M Emergency Telephone (on Landing) Bench (on Landing) Lawn Drinking Fountain (on Landing) 26 - Needlepoint Polly (5 gal.) 152 Lin. Ft- Steel Curb (all this side of sidewalk) 5 -; Crape Myrtle 'Country Red' (30 gal.) • 1 Lawn Sculpture (Future) Trash Receptacle (On Landing) I VLU, G JIUGWCAIh The Engineered Enclosure 250 Lane Avenue N Jacksonville , FL 32254-2815 (800) 736-0238 (904) 738-6g65 (Fax) www.hot-box.com 10 - Needlepoint Polly (5 gal,) 120 Lin. Ft. Steel Curb (all this side of sidewalk) Lawn 4 - Lace Bark Elm (45 gal.) 3' Dia. Mulch Ring (Typ-) Bench (on Landing) R=2-0" (Typ.) q0 - Asian Jasmine (I gal.) Bollard Light (Typ.) (Refer to 07/Dl) Steel Curb (Typ.) 14 - Maiden Grass (I gal.) Newel (Refer to A4, 01/D1) / IGV L111. I 1.. JI.GGI l..Vl V- (all this side of sidewalk) V 14 - Maiden Grass (I gat.) Newel (Refer to A4 01/D0 CD Ln CU '" l - CD — - - - can _ J 1 -J i v ci 3 L 3 O, n, U CD 3 UJ 4- U QJ O L d 0 A partmentsInterest i r ` -' -___- at new bridge !" 02oint of Interest =;- L-and scape Plan Ref: None Scale: 1"-20'-0" Dote; Verify all dimensions before construction. j 1) m (45 got.) one (On Landing) le (I gal-) Emergency Telephone (on Landing) 3' Dia. Mulch Ring (Typ.) 5 - Lace Bark Elm (45 gal.) Drinking Fountain (on Landing) Trash Receptacle (on Landing) 1 � \ 18+50 41 Lawn Q o Bench (on Landing) Rest Stop at --�`�— Station 18+50 03 Res Sto Lan sca e Plan Ref: None Scale: 1"=20'-0" North Note: Verify all dimensions before construction. L- r- loster plant List Ivey Quantity Size Carrrrm Nana (Botanical Nano) Corrrrwlts C,moAy Trees -,,,, (0 16 45 Gal. Bradford Pear (Pyres calleryana 'Bradford') 12' Ht., 4' Sp., Matched 12 100 Gal. Bradford Pear (Pyrus calleryona 'Bradford') 4'-0' Clear Trunk Min., Container Grown 16' Wt., 6' Sp., Matched 24 45 Gal. Lace Bark Elm (Ulmus porvifolia) 4'-O' Clear Trunk Min., Container Grown 12' Ht., 4' 5p., Matched 0 1(0 100 Gal. Bald Cypress (Taxodium distichum) 6'-0' Clear Trunk Min., Container Grown 16' Pt., 5' Sp., Matched 16 100 Gal. Live Oak (Quercus virginio) 6'-0' Clear Trunk Min., Container Grown 14' Pt., 5' Sp-, Matched Nan -Canopy Trvm 0-0' Clear Trunk Min., Container Grown ® 6 30 Gal. Grape Myrtle (Logerstroemia indica 'Centennial Spirit') 8' Wt., 3' Sp., Matched 5 30 Gal. Crape Myrtle (Lagerstroemia indica 'Country Red') 3-5 Canes, Min. Gone Dia - 0 8' Ht., 3' Sp-, Matched Shrubs 3-5 Canes, Min. Cane Dia - 1" 0 14 15 Gal. Wax Myrtle (Myrica cerifero) 4' Height Min., Rooted, Full 3q 5 Gal, Dwf. Wax Myrtle (Myrica pusillo) 24' Height Min., Rooted, Full 0 q2 I Gal. Maiden Grass (Misconthus sinensis 'Grocillimus') 13" Weight Min., Rooted, Full 0 46 5 Gat. Needlepoint Holly (Ilex delcambre) 24" "eight Min., Rooted, Full 23 5 Gal. Nellie R. Stevens Polly (Ilex 'Nellie R. Stevens') 24" Height Min., Rooted, Full 677 1 Gal. 6rburd Cater Asian Jasmine (Trachelospermum osiaticum) 3 - 12" Runners Min., Rooted, Full Turf Field 5q, Ft. Common Bermuda (Cynodon doctylon) Seed / Solid Sod, Weed Free Verify . as©oopp© OF' ... . o S ,......., p0 � 0 O............................. 0 ROBERT B. RUTH 0 0 .... ......... 1434 00�0 92 • RFGISTERE� o• 00 QOQQ• 0000 11/01/01 6 �J N QQ 6 I1- J 41 T N 6 6 � v o a n 3Um QJ U 3 0 J Dote: q/ 13/01 Revisions: 11/01/01 - RBR Sheet Number Sheet of 34 / Landscape Plan Trail - Area 1 Ref: None scale: 1"=30'-0" Note: Verify all dimensions before construction. L m U� cv O N V - � u V e L ii -4- V(J) N 6 � - 6 N � Boa o� L � U � 3 0 J Date: q/ 13/01 Revisions: 11/01/01 - RBR O h;z', - - - Y 3 ^- ' 7 �y V L 3 - Bald Cypress (100 gal.) L V Point of Emergency Telephone Interest (on landing) Bench (on landing) 00 O� I Drinking Fountain (on landing) _ 2�+00 - Q, 2 - Live Oak (100 gal.) h0 - Sculpture (Future) Bench (on landing) li NOTEt `1N Refer to 02/LI for f Landscape Plan for Point of Interest near new bridge. ®— Bicycle Rack (on landing) Existing Tree (Typ.) Trashlandtacle _ - (on g) = ® — 1y+00 23+50 24+00 _ Refer to 05/i2 for _ . - Pimt'a�a in this area. 24+50 2" Master Valve p o. HB 1� -- - Irrigation Contro{1er "A" 2" Tap "A" `O+ 2" Full Port Brass Valve I \ W i Reduced Pressure Bockf low Preventer in 'EZ BOX' Model Ez2 (Color: Beige) on 42"x lOx A Conc. Mounting Pad 1 - Live Oak (100 gal.) •. (Attachment device supplied by manufacturer.) NOTEt Refer to 05/1_2 for \ Landscape Plan near Irrigation _4. \ \ Controller "A" area. \ \ NOTE: i \ \ 'EZ BOX' Model Ez2 is \ \ available from: 1 \ \ y Pear ( gal.) The Engineered Enclosure 12 Bradford \ - d 100 l.) j ®— \ 250 Lane Avenue N 1 Jacksonville , FL 32254-2815 \ \ Emergency Telephone (800) 736-0235 8'-0 a� \ (q04) 738-6g65 (Fax) \ \ (on landing) www.hot- box .Corn r_ Refer to 04/L2 for $ /` U \ \ \ PtantkVs in this area. O t 4 CI I� p l04 e \ \ t Trash Rece tacle 1 ro (on'landing) 21�_0. StopCV ' cp_ — \ '4 t NOTEt - 0 : 20+00 Refer to 03/LI for I 0 O r` tA. / _ — Landscape Plan for - f t1 Tree o �`o `�+`?°.. 1 �° Rest Stop °� 1 Existing T (TYP ) s - - � -- Trail Drinking Fountain (on land ng) _ LO Bench (on landing) 6 N � 6 Q U � 6 J a. 1. I� j_ N -1- � � 6 L o cuoa DL 4-) ou N o v 3 0 J COP, 004 �— 5 - Live Oak (100 gal.) U CO f U r vC F+ S - S - A, y� 3 & t \11 1 t 8 - Bald Cypress (100 gal.) MY Interest R f t OI/LI f e er o or Landscape Plan for Point 5 - Bald Cypress (100 gal.) of Interest near Hwy 6. ; 2' Tap "B" — ®— xlqg N2" Fvll Port Brass Valve° O� ® Reduced Pressure Backflow Preventer l^1 c0 in 'EZ BOX' Model Ez2 (Color: Beige) ° l:J Existing Tree (Typ.) on 42"x I0x 3S2' Conc. Mounting Pad ,�R (Attachment device supplied by manufacturer.) 2" Master Valve Bench ®— (on landing) �xyo n — ® Emergency Telephone u (on 'la)ding) 'EZ BOX' Mode[ Ez2 is available from: The Engineered Enclosure Irrigation Controller "B" NB 250 Lane Avenue H Jacksonville FL 32254-2815 (800) 736-0238 (q04) 738-bg65 (Fax) www.hot-box.com Trash Receptacle (on landing) Bicycle Rack (on landing) Drinking Fountain (on landing) Q -Q i i 1 • i Cast Stone Elements: Color: White Available from: Boral Brick (q7q) 6q6-6732 Cast Stone Barrel Cap (24" X 24") Cast Stone Flat Base (Q2" X 2111X 211f) Cast Stone Flat Base (2%2" X 24" X 24") WPC Plaque (Refer to 02, 03/LSI) Smooth Block (To m`6tch Existing Blocks used on WPC Structures) Color: WPC Pink Cast Stone Flat Base (2%2" X 24" X 24") Smooth Block (To match Existing Blocks used on WPC Structures) Color: WPC Pink Footing (Refer to Structure ni Newel Ref: None Scale: None Newel N(Sqparte- Ref: PC Pl qpe None ale: None Paw Print - Brushed Aluminum — Background (Green) — OZO WPC P w Print Medallion (Round Ref: None Scale: None Outer Band (Brushed Aluminum) Light Bollard Color Band (Color: Green) �n Hodco Round Future G" Nodel # FG Color: Black Bridge it Bollard Newel (LEFT - Typ.) WPC Plaque (Scipare) (Refer to 03/DI) WPC Plaque (Sgyare) (Refer to 03/0I) Light Bollard (Typ.) --•- 18" 'L' Anchor (Refer to IO/D3) Flat Washer, Lock Washer and Hex Nuts 2y-0" galvanized) 101 Stone Flat Base " X 12" X 12") Smooth Block (To match Existing Blocks used on WPC Structures) Color: WPC Pink //;Flowerbed 3000 PSI Concrete Footing 1*4 Bars (Typ.) PSI Concrete Pier Light Bollard Ref: None Scale: None - Border - Brushed Aluminum (%4" wide) -Color Band - Green (3/4" wide) - Background (Black) - Border - Brushed Aluminum (%4" wide) - Band - Brushed Aluminum wide) -Color Band - Green (%8" wide) - Band - Brushed Aluminum (13/8" wide) - Lettering - Black Font: Unicorn TTF Characters: I%a" Height NOTE: Plaques are available from: Time Works Unlimited, Inc. 16362 Hwy 6 S. P. D. BOA g052 College Station, TX 77842 (q7q) 6q0-1368 (97q) 6q0-0243 (Fax) Inner Band (Brushed Aluminum) i w Sidewalk Centerline — — NOTES Orient Lettering to be perpendicular to bridge (Typ.) c L Newel R1GPT / Newel (RIGgT - Typ.) KA Light Bollard (Typ.) (Refer to 10/D3) Flowerbed Wolf Pen Creek Paw Print (Embedded in Concrete) . -qI ;373 Brick Band Sidewalk 02 Ty i ca l Location for Newe Is anc Light Bollards Ref: None g Scale: None NOTE: This Nedollion is intended for use on the Hondrai i (s) of the Overlook Structures. Two I`ledollions shall be installed back to back in order to be visible from both sides. Refer to 05, 0(o/Dl. 0 1 Vr4% t +1 kn Lettering - Black Font: Unicorn TTF Characters: IV' Height e 6�' NOTE: Nedallions are available Time Works Unlimite( 16362 Hwy 6 S. P. O. Box g052 College Station, TX (q7q) 6q0-1368 (q7q) 6q0-0243 (Fa; Portion of Handrail on Overlook Structure Wolf Pen Creek Paw Print I" ledol l ion Paw Print Background Paw Print (Color: Green) (Brushed Aluminum) ti Portion of Handrail on Overlook Structure Stainless Steel Screw (Typ.) Nol f Pen Creek Paw Print I'ledallion Wolf Pen Creek Paw Print 1'leciallion J 1 NOTE: Sandwich Nedol l ions in place on Handrail using 8 - %4" Flat Head Stainless Steel screws and cap nuts. Install screws through threaded holes in both med- allions, Trim screws and secure cap nuts on outside side of handrail. Paint heads of Screws and cap nuts to match back- ground color of medallion. c3�oOF �Jti oopp4 0 0o, © .iz.......... .........:::�. ROBERT B. RUTH ©0� 9 • •• R£CI 0 tie •..•• 0�©p STEVI44q ©QQc� p 11/01/01 N N 6 — N � 0 6 U � O J Date: q/ 13/01 Revisions: 11 /01 /01 - RBR i I j i S n A QJ U a 1 ro - �4 D yy 't i { m G a) r. Y4 o in Ln CD .30 z U -.-J 1 v 3 0 a Mile Mile Marker Marker Ref: None Scale: None NOTE: All Brass Elements are to be water cut from %4" Brass Plate(s). All Brass Elements are to be clearcoated. NOTE: All Brass Elements assembled on manifolds are available from: Bryan Welding $ Ornamental Iron 14018 Creek Circle Bryan , TX 77807 (q79) 775-4503 02 W C F' wmbeddeJDrint in Concrete Sidewalk ef: None Scale: None 0_Ali Wide X 114" Thick) Wide X 114" Thick) =r Brick R 31-0 3'-3` 2' -00 V -q" NOTE: Ceramic Tile Set Flush with top of sidewalk and brass elements. Color of tile to be different at each 14 Mile darker. Contractor is to procure samples of tile. Landscape Architect to select colors and approve Contractor's selection before installation. NOTE: Brick Paver Band Pavestone 'Holland" Paver Brick Color: River Red Refer to Civil NOTE: k4 Mile Marker Brass Elements, Ceramic Tile and Brick Pavers are to be installed flush with adjacent concrete sidewalk. Additional expansion joints are to be installed to reduce cracking of concrete near the marker. The Brass %4 rule darker text and bands are to alternate from one side of the sidewalk to the other Side of the sidewalk at each %A mile interval. ass handing Strip (I" Wide X 114" Thick) 2" Ceramic Tile ass Banding Strip (I" Hide X VA" Thick) ck Paver Band Stainless Steel Stud (Typ.) Manifold for Brass Lettering and Bands (To be designed by Contractor) 03 �ross Sect'on of / rule Nor er Ref : None Scale: None NOTE: All Brass Elements (Cut from %411 Brass Plate) Brass Band Brass Band L1 NOTE: Refer to Sheet G7 for location of %4 rule Markers. k Rounded Edge (%2" Radius) Brass Lettering Brass Banding Strip Brass Bonding Strip a AL . d ' .• d d Brick Paver Band (Refer to Structural) Sand Cushion (refer to Structural) Concrete ( Refer to Civil) Earth (Refer to Civil ) NOTE: Paw Print is to be embedded in the concrete Sidewalk in the some manner as the % Mile Marker, Contractor is to build a manifold Com- plete with all brass elements in proper position before installing unit into sidewalk. Brass Lettering Font: Unicorn TTF Characters: 5" Height (Cut from %A" Brass Plate) Brass Paw Print N N � 6 O � OP QJ U 3 0 J Date: q/ 13/01 Revisions: 11 /01 /01 RBR Sheet Number ED 2 Sheet of 34 CD U) U U r-,) Paw Print (Embedded in Concrete) Code Blue Emergency Telephone Pedestal Model CB I-e Standard Finish Color: Safety Red Graphics Text: Emergency Graphics Color: Reflective White : CB 3000-8 Speakerphone with Single red Q button 'Push For Help" Power: Refer to Electrical co lf Refer to Sheets L1 through L5 Refer to Structural Emergency Telephone Ref: None Scole: None Code Blue Egpipment is available from Code Blue c12 East 64th Street Holland, MI 4c1423 (800) 205 Code Blue Emergency Telephone i VEBSITE: www.brponline.con E-MAIL, Mfo2brponlinecon PF 888/438-5311 (402/438-5311) FX, 888/438-5312 (402/438-5349) BRP ENTERPRISES, INC. 3200 '0' STREET LINCOLN, NE 68510 USA M nTERt.4L5: Seat Straos 1.' x1-12 Stee Flat Bar Pepe Supports 1315 OD. x 0.03' Wal 5ch d 40 M S'eeJ Ape Seat Support (v 11 4' x 1, 7 Steel gat Bar End Units Cost Ductile Iror 'Jv1" Agile- Holes Mounted Vv Its•+ Four (4), ;z 1/2 Sto mess Stee 'Anw- Boles Contractor to sire borts accord.ng to Place of installation Secure to concrete *trough brick and sord cush or. here �- app'icable, o- clrectty to conete �hele app icoble, to f cr 17 1/217 1/2' (u,C,). we ra Color: Mastercoot Black MC104-72 (P) Ill LPK IATE 03/23/OI TITLE UTERI& MANCHES TER SEE MATERIALS LIST BACKED BENCH 02 Bench (Straight) Ref: None Jcole:None KEYLESS LAT0 VEBSITE: wwwbrpontir*.com E-MAIL- infoEbrpon(ine.con PF: 888/438-5311 (402/438-5311) FX: 888/438-5312 (402/438-5349) BRP ENTERPRISES, INC 3200 '0' STREET LINCOLN, NE 68510 USA Refer to Sheets L1 through L5 Refer to Structural BRP Furniture is available from BRP Enterprises 3200 "O' Street Lincoln, NE 68510 (888) 438-5311 (888) 438-5312 (Fax) MATERIALS Vertical Straps 5/16' x 1-112' Steel Flat Bar Top Ring 05/8' Steel Round Bur Strop Rugs 1/4' x 1-112' Steel Flat Bar 36 Gallon Rigid Plastic Liner (Included) Lid 022-3/8' x .083' Wall Steel Lid Cross Supports 112' x I' Steel Flat Bar Surface Mount Plates 1-112' x 3' x 1/4' Steel Fiat Mounting Plates With 09/16' Moles Mounted With Three (3) 01/2' Stainless Steel Ancor Bolts Com^octor -o size bats occordlng to place of lns•ta Dario Secure to concrete through bricc and SanC Cushion, v.here appl CCbie, or dlrec'iy to concrete %here oppllcable. color: I lastercoat n1acK Refer to Sheets L1 through L5 Refer to Structural BRP Site Furniture is available from. Trash Receptacle BRP Enterprises 3200 "O" Street Lincoln, NE 68510 NorseNor-� (888) 438-5311 (888) 438-5312 (Fax) Refer to Electrical Refer to Structural Ameron Light Pole Concrete Pole Style: V Model- VBM - 4.6 Shaft Length - 15' Concrete Color: Black Light Pole is available from: ert Lighting - Austin 2g0q North FM 620 (512) 41q-g142 (512) 419-ci151 (Fax) 08 Li ht Pole (Cconcrete) Ref None Scale: None oso ' 30, 4 eater-raps V:x 1-V7 Stee =tat Bar � Supports -. 1.315' O.D. r 0.'33' V. a l S&eoule .to Steel Ppe Seat Support 2-3i8' x 1 4' WC11 5checuie 40 \ Steel Ppe M _ag Mount J .15 2 L "2' x 0.1�4' w aN 5cnedu e 40 �rfatcee Mour t Plates (8) !-_Vx 1,4- c,-feel Plot.S49PCHoes WM- Mo-nted Wl* Tweet. amour (24), :2 7 x 3• Starve" Steel Arwr Bolts dreony to concrete floor VEBSITE www.brponlinecon E-MAIL Infoebrporillne.con RY4 ra PF: 888/438-5311 (402/438-5311) Color: Mostercoot Black Mf-115-SM (P) FX: 888/438-5312 (402/438-5349) BRP ENTERPRISES. INC. ". LPK 1111 03/23/01 ML' 3200 'Cr STREET RATERLIL MANCHESTER t LINCOLN, NE 68510 USA SEE MATERIALS LIST CURVED BACKED BENCH 03 Bench (Round) Ref: None Scale, None Refer to Sheets L1 through L5 Refer to Structural BRP Furniture is available from. BRP Enterprises 3200 "O" Street Lincoln, NE 68510 (888) 438-5311 (888) 438-5312 (Fax) Model 3177 P92mn~ Iq_ 27- Z r. \T OPTIO*IAL FIR F A6o j (G0 NOT INCLU E _---- , --t- T ... aTOP iiRl+'FR i _ ._ i I i Y rtF - ii`F OiHERC. ( i 1 i 1 /2" ' pC I I ISTRAINL-R 1 i i 36" ISUPti�[1ED)� i , /6"914mm 1 t8.. )4_ I/4 1^C•r55 i `.t� r .11h1 27 _ -a„-- � 913rrrn uimm I 870nai ; ( i j i F1141' + GRAD 1 ii i � n .n Haws Drinking Fountain Modet 3T77 FR Concrete Finislill Exposed AWegate (coarse) Concrete Color: Black Refer to Sheets L1 through L5 Refer to Structural Refer to Civil 06 Drinking I o u n t a In Drinking Fountain is available from Jim Bell and Associates Spring, TX (261) 362-7515 NoF Scale: Nonc (281) 362-7516 (Fax) Refer to Electrical to Verify Model Prior to Installation Hadco Light Fixture Color: Mastercoat Black (or approved equal) Light Fixture is available from: Hadco C/o C VALighting Houston, TX (713) 690-9320 09 Licht Fixture 02 or Ameron Pole) Ref: None Scale: None SURFACE 3/6' x 6' Rebar through pre-drille Mle5 in legs (T4 VEBSITE wwwbrpontine.com E-MAIL: Inf o2brponllne.con PF 888/438-5311 (402/438-5311) FX: 888/438-5312 (402/438-5349) BRP ENTERPRISES, INC. 3200 '0' STREET LINCOLN, NE 68510 USA Top View MATERIALS Frarne 1/2' x 2' Steel Flat Bar Support Lego 1/2' x 2' Steel Flat Bo- POUR IN PLACE i Instill Bike Rocks by installing directly into concrete sidewalk 3/8' z 8' Rebor cFrough pre -drilled Mies in legs (Typ ) 3000 P51 Lzncrete (—(Refer to Civil) a a Elevatiion Side View DV4 r4 Color: Mostercoat Black CL-07 (P) r� LPK DATE 03/23/01 TITLE *TERIK CRESTLINE SEE MATERIALS L17T BIKE RACK Bike Rack Ref: None Scatet None Refer to Sheets L1 through L5 Refer to Structural BRP Site Furniture is available from BRP Enterprises 3200 "0" Street Lincoln, NE 68510 (888) 438-5311 (888) 438-5312 (Fox) Refer to Sheet D4 Refer to Structural n I 30th t l Ian•"l- 01 .-1 L'I Mode* RLS - CSS - 19 Paint. to be Sherwin Williams CW Akmirwn Street Sigh DTM Alkyd Semi -gloss B51�4101 (36' L) Block and UJhite Sign Color: Black (or approved equal,) Letter Color• *We Letter Font Helvetic& Bold 07 Street Sign Ref: None Refer to Electrical Refer to 01/D1 Hadco Light Bollard Model: F6 Exposed Aggregate Color: Black Light Fixture is available from Hadco c/o C W Lighting Houston, TX (713) 6c10-g320 Light Bollard Ref: None Scale: None Street Signs are available from: RLS 2160 S. W . 58 Way Hollywood, FL 33023 054) ci83- 4340 (c154) %3-36cll (Fax) (600) 226-1757 Landscape Lighting Bollards F6 Round Futura mom •. r Height - 30" Width - 6" 11/O1/Ui .� N 2 cv m CV c r- TO a`x O G Q �vt r v 70 all rn 1 1 N >_ � � a a � � 6 � � 6 C� o� CP � U 3 0 J Date: q/ 13/01 Revisions: 11/Ol/Ol - RBR =sheet Number Sheet of 34 t � tIf { °i .W .9 z, n rn � U7 C 1i "5 J rY Cr i n r 0 C%j Ln o (L' 1y U IR c U J U n 3 C 3 O lv LJ 0 U QJ O L d 0 01 Sign and }mole Location Map Ref: None Scale: I" = 100' North Note: Verify all dimensions before construction. 2160 S. W. 58 Way Hollywood, FL 33023 (800) 226-1757 (954) q83-4340 (q54) q83-36g1 ul Iu I u lG Ref: None Scale: None Note: Verify all dimensions before construction. HOI lywOOa, r I- nnUtn (800) 226-1757 (954) 983-4340 (q54) 983-3691 J i i z 1 I /01/01 N T N 6 v � � � � o � O � 4-3 o� Cp QJ U 3 0 J Date: q/ 13/01 Revisions: 11/01/01 - RBR Sheet Number Sheet of 34 9 r 5+50 11A CD C 01 0 C- L H C� 0— e C- W 3 O au CD L. C- CD 0 i to U (U Bus Stop 6+00 '0 I -- 7+00 O Tie Tree Bubbler to existing turf irrigation line. Observation Deck Lookout Point 7±-50 8+00 P \ O i i 8+50 ISO 15H c N 1 f SculptureHB 0 0110 15N . _N 51eeve // 514-20 150 ISO 15H 514 -20 150 4ES ISO 15H 514-20 15H _-- 4ES 15H ISN ISO 514-20 Sleeve I5Q 15H 15H ISO #$1 150 15T0 Area Covered on this Sheet ' c a p r Pant of 1% ` 6 Interest AREA 1 Point of T Interest m � 5 op E if ul ur I - - C at' ck S k P nt ti P roi o \ AREA •< - ou o' N o f D, of 6t r N re p AREA 2 Q R/�oiti9 � •� �e G O G nformation Kiosk Plaza i NOTE" 'v The existing controller located at' Dartmouth and Holleman may not be able to accommodate all the new valve stations Tral Sleeve designed to be operated from this location. I5Q The irrigation contractor is to inspect the Node 5H existing controller and determine what changes or replacement must be occur. 150 Station Observation Deck 15H� o ®15Q 15H 70 A 14 Valve 2q.8 GP Point 150FI11 Wire this zone to existing Lookout 15N 15 150ISH I/ #1 Controller located at r Dartmouth and Holleman PGP Trait Sleeve BUBBLER 11 CII I" Valve (q GPM) • PGP 5H r Wire this zone to existing • Node 15N Controller located at PGF1 PGP 15H 15H S44-20 0�'�` 15H 15H �#2 Dartmouth and Holleman pC,p ?/" 5leeve�r' •� 15H 15N Moinfir� 15H// 15F F���' • I5N PGP 14+00 Tie New 2%2" Mainline ISO Sleeve 15H 15H PGP into Existing 3" Mainline \ 5N PGP 15N Sleeve 15P •� in this vicinity- "All II IICII 15N /� \ 15p 150 PGP • 15N II�II t1B �� 150 PGP � " H I 150 v51eeve Sleeve II�II 150 150 150 15N 15N 514-20 150 150 / Cya Moirll;ne NB \\ 150 15H 150 150 15H 15N 15H 15H 15Q 15H 15H 15H Sleeve ISH 15H 15H 11 15N " l50 15N 15ADJ 15F 15N 15H 1 1 Sleeve HB 11 /• II Sleeve i 15H Sleeve 1544 Sleeve l• oe 150 �J' tat Station Stat Station h 15N15 15H 514-20 leev - 150 � � II IIB 514-20 15H 8 570 II II II 15N I%2" Valve (27.3 GPM) 570 D 2" Valve (31.2 GPM) • ISH 15Q Wire this zone to existing Wire this zone to existing Controller located at Controller located at Dartmouth and Holleman Dartmouth and Holleman 514-Z0 15H _ Bore PGP IIGII I%2" Valve (24 GPM) 570 "Ell ll 2" Valve (42.cl GPM) p I n t O Wire this zone to existing Wire this zone to existing Controller located at Controller located of Bore Dartmouth and Holleman Dartmouth and Holleman Interest best Rooms Amphitheater Irrigation- Plan Area I Ref: None Scale: 1"=30,-011 North Note- verify all dimensions before construction. 3" Full Port Brass Valve (Manual Shut-off Valve) Tie new 2y2" Mainline into existing 3" Mainline in this vicinity. CAUTION: When these two independent sprinkler systems are joined together, on electrical incompatibility could occur when controllers activate the Master Volve(s)• Electronic circuit protection may need to be installed. Dialog between the City of Station College Station Parks Dept. and the Irrigation Contractor must take place before this task is - performed in order to discuss options and. 570 #1 2" Valve (44 GPM) repercussions. Station #1 on New Controller "A" 570 ##2 2" Valve (37 GPM) Station 322 on New Controller "A" PGP ##3 2" Valve (36 GPM) Station #3 on New Controller "A" PGP #4 I % " Valve (30 GPM) Jot icn U 4 on New Controller "A" BUBBLER ## 1 `p 1 % " Valve (21 GPM) S at ion ti 1(o on New Controller "A" PGP HB �4x S� PGP PGP #3 Sleeve • /lsxoo �Qlni%ne PGP PGP PGP PGP PGP tfitO 15+50 ` PGP •/ • PGP I I \ I \ \ \ I \ I Y I I 0 I I I I #4 PG}'/ Sleeve\\ • PGP IPGP 5° I • HB PGP PGP • PGP I I I O N V (f i a 6 CJ4-3 L4— � N �UCP QJ U 3 0 J Date: q/ 13/0 Revisions: 11/01/01 RBR Sheet Number I Sheet of 34 y CD • 51 V A' Ln o I ;, 514-20 C Cn ' g IC\, . Y QJ W v . c 0 U CD 2" Master Valve - "Master" Irrigation Controller "A" — a� 2" Tap "A" 2" Bali Valve 0 Reduced Pressure Bockflow Preventer in 'EZ BOX' Model Ez2 (Color: Beige) on 42'x 10x Bye" Conc. Mounting Pad 514-20 (Attachment device supplied by (all) manufacturer.) 514-20 �`1 Station 'EZ BOX' Model Ez2 is available from: 0 570 115 11 11�" Valve (16.4 GPM) The Engineered Enclosure Station #5 on . 250 Lane Avenue N 5W-20 New Controller "A" Jacksonville , FL 32254-2615 (800) 736-0238 PGP f0 11/_ 11 2" Valve (36 GPM) (q04) 738-6g65 (Fm) Station u6 on www.hot-box.com New Controller "A" NOTE: PGP 11711 2" Valve (36 GPM) Refer to Sheet G4 for • Station #7 on connection to water main. 11711 New Controller "A" BUBBLER 111711 2' Valve (48 GPM) "B P S t Station ttr lon e New Controller "A" -stop., . PG 11511 514-20 514720 514-20 - r`c/ PGP , Irrigation Pion Area 2 - (0 - Ref: None Scale: 1"=301-0" North Note: Verify all dimensions before construction. A � I I I • r--.I Station A 57011811 IV Valve (17.54 GPM) e ` Station 3t8 on O a • N'ew Controller "A" a f\ Pant of n (I nn II Interest , • PGP Station tsValve q36 GPM) on AREA I = — New Controller "A" oi� of I re _ - n PGP111011 2" Valve (36 GPM) Station WO on Bus Stop E New Controller 'A" Wolf Sculpture Inforrrwtion as o 11 II Observation Deck Plaza 570 2" Valve (46 GPM) t Lookout Point -. _ AREA Station UlI on « Observation Deck Trail New Controller 'A" Lookout Point •Node p PGP11 1211 2" Valve (36 GPM) Point off est .Trail Node Station ul2 On Interest "n'phit{xoter :AREA 2 New Controller "A" - BUBBLER IIIQ11 Iy2" Valve (13.5 GPM) est - V Station #17 on • New Controller "A" t e G0�O° I - 514-20 II 1OII O Slee) NB • PGP PGP • I) n II PGP PGP 1 514-2C NB -1 ''2 2 I dal rye • / uRu ,y M Point of Interest III^ II 11.-11 PGP 514-20 PP 151a 9 15H Sleeve n 514-20 514-20 ♦ PGP 2$ PGP �• I PGP I I . 00000pp� oQ G'�P(E OF o.:........................ a ............................ ROBERT B. RUTH D 1434 9 ••• . RfCt STER�'� e � �•o o� 4n0�'Q • Q©a 11/01/01 N -4- Vm N 6 QJ x v � � � 6 C)L 4-3 'L4— � N �u 3 0 J Date : q/ 13/01 Revisions: 11/01/01 - RBR Sheet Number 12 Sheet of 34 0 i Area Covered on this Sheet Gateway Area 0 , \ � e A c t G AREA I aa\ \em r a Point of .~�.. Interest f T Bire Stop ` Information , WoIF Sculpture Observation peck Pleo n r Lookout Pant Trail E - Observation Deck . Ise AREA 3 Lookout Point l Point ofest Troll Node\ Interest oar» Amphitheot er , AREA 2 Rest rwws c I I I� I Station IPGP II I II 2" Valve (36 GPM) I Station #13 on New Controller "A" PGP it 1 ,t�-F 11 2" Valve (38 GPM) II \ Station ttI4 \v} New Controller "A" PGP II II 15 2" Valve (38 GPM) Station #15 on n New Controller "A" I BUBBLER II I �111 Q2" Valve (27 GPM) Statioon n I New Controller r "A" I I 5` ` •514-20 14-20 NB • PGP • 30+oo PGP I 514-20 -PGP • o PGP I• 29}� • 514-20 PGP PGP 1111311 ' d • Xoo IPGP PGP 514-20 " HB Sleeve i • T PGP �\ ��14-20 e`ho PGP 514-2d J 514-20 t'•J 4, IIIIIIIIIIIIIIIIIIM-M N 1*1 IN Floint of PGP` 514-20 Interest • 514-20 514 -20 0 k5o PGP 514-20 2" Top "B" kaG • ' 51A-2 5i4-20 3?I5H 15CJ NB 514-20 _ _,, _ • ' , 0 15H 154a 0 5 4-20 514-2 1 15H 150 2" Ball Valve 514-20 3q+50 5`I4-20 I)JII Sleeve WETLAND Reduced Pressure Backflow Preventer 5O t ` �I �r HB =- in 'EZ BOX' Model Ez2 (Color: Beige) 11 II 15H • PGP PGP AREA 514-20 on 42"x 16"x BY2" Conc. Mounting Pod PGP 15P PGP 514-20 514-20 "-- '.- � (Attachment device supplied by bkoo ' WETLAND AREA • •, J3xoo •_ 514-2o NE-T-LAND manufacturer. ) PGP • PGP 15 �� ,5H 32 (� sleeve • AREA 2 Master Valve • Hg 5© • Sleeve •r #oo PGP PGP �� PGP ° PGP • "Master" 1 M II 15P - 15H PGP 514-20 PGP fr - 1 Iaster PGP • • Sleeve r 4 PGP_-.: yo ` + 11 II HB • = PGP 34+00 ® 35 • 51q-20 514-20 p PGP if if 141a,2o ' • PGP Wooden Bridge- • 111 t 11211 514-20 `. »,f.•1 R PGP G 514-20 NETLAND AREA 514-20� 4+50 35+p0 • 514-20 5+4-20 PGP Wooden Bridge 5I4-20 Wooden Bridge PGP i - 0 Station 54 2 PGP WETLAND AREA _._.... .. 1111 • 2y� t}aln\�ne " u3u • _ 3\� _.- � 6'�ETLAND AREA NOTE, Irrigation Controller 8 PGP III Il " "' `'• Sleeve • - -- - _.. HB s 2 Valve (38 GPM) EZ BOX' Model Ez2 is Station ttl on 5leeve� available from New Controller "B" • PGP PGP The Engineered Enclosure II II o • NOTE, 260 Lane Avenue N 570 2 Iy2"" Valve !3t GPM) PGP 3ok9 Refer to Sheet G4 for Jacksonville , FL 32254-2515 Station #2 on (800) 736-0238 New Controller "S" PGP , _ connection to water main. (qO4) 738-61165 (Fax) BUBBLER 11 11 www.hot-box,com 3 lrz" Valve (28.5 GPM) • - _ Station tt3 on New Controller "B" 0 Irrigation Plan Area 3 Ref: None Scale: I"=30'-0" Note: Verify all dimensions before construction. NOTE: DO NOT BURY IRRIGATION PIPES in wetland areas adjacent to wooden bridge structures. Attach (strap/secure) PVC sleeves to bridge structure (side beams). Extend sleeves into soil at both ends of bridge beams. Paint PVC sleeves using Sherwin Williamas DTM Alkyd Semi -gloss B5W101 Color: BLACK Size sleeves accordingly to accommodate irrigation pipes. Insulate exposed irrigation pipes as needed. The method of attachment must be approved by the Landscape Architect or the designated Owner's Representative. V r Is `W 0 00000pgq OF rF ao0 �1 ...................... a 0 ROBERT B. RUTH 0 ............................ 1434 00�04 ijiO'•.QFGrSTER� 11/01/01 6 � m � O a C51 N N 6 U� � o a 0L -� N �UCP � U 3 0 J Date: q/ 13/01 Revisions: 11/01/01 - RBR Sheet Number I 31. Sheet of 34 ; IOTEi Back Flow Device most be installed and tested upon installation as per City . Ordinance #23aI4. TV Box Enclosure Reduced Pressure Vacuum Breaker (Refer to Igg4 Standard Plumbing Code) -: 10" Plastic Valve Box 2" Full Port Brass Valve • Concrete Meter Boxes with metal ;,lids (Typ.) 10" Plastic Valve Box. 2" Water Meter 2" Master Valve - Compacted Native Soil R, Ir Above Wig st Undisturbed Native Soil Spray 2%2" Irrigation Main Line 2" Copper Flow Line i from Tap to Meter Topsoil Water Flow Out - I - Flow In - Meter j (to sprinklers) - (from tap r , i ) 1 • R Nipple Padlock (by Owner) (through anchoring devise supplied by EZ Box.) #3 Bars 0 12" O. C. B. W. 3%" thick 3000 PSI Concrete Pad �C, a �. Reduced pressure Vacuum Breaker Assem bl y Ref: None Scale: None , • i r, • .h { i a, a� .' n M (nn C 1 J t -¢ 1 S m QJ y O o 0 j RJ 6l • m CD z ! u- m 3 H � CL L CD 3 o Y • L U a O +-1 U QJ O . I 2 I 48 HUNTER IU IRRIGATION CONTROLLER SEE PLAN FOR NUMBER OF STATIONS. ANCHOR SECURELY TO UNISTRUT. CONDUIT FOR 115V POWER CONDUCTORS PER LOCAL AND NATIONAL CODES 3[4" CONDUIT FOR REEMOTE CONTROL VALVES AND SENSOR WIRES SECURE TO UNISTRUT WITH APPROPRIATE PIPE CLAMPS FINISHED SURFACE FRONT RIGHT -SIDE SECTION/ELEVATION SECTION/ELEVATION EXTERIOR WALL —MOUNT CONTROLLER HUNTER ICC SCALE: NOT TO SCALE � EY CnopMrnol/sz!!�r Q 05 Hunter ICC Controller Ref: None Scale: None Standard Nozzle 6 (Typ.) Lateral Tee Lateral Pipe Note: Install sprinkler at finish grade 02 Hunter PGP Series Rotary Sprinkler Ref: None Scale: None MPR Plus Spray Nozzle (Spray Pattern Varies) Note: Install sprinkler at finish grade Topsoil Toro 570Z Series Pop-up (12" Pop-up in Beds; (o" Pop-up in Lawn)* Cut-off Nipple Lateral Tee Lateral Pipe ` Hunter ICC-PED Pedestal Controller (Stainless Steel) SEE PLAN FOR NUMBER OF STATIONS. m SLEEVE FOR GROUND . 115V CONDUIT WITH 03 Toro 570Z Series Sprinkler NATONALOELECTRICAL nCODES CONDUIT FOR COMM CABLE Ref: None Scale: None CONDUIT FOR VALVES IRES S 10" Plastic Valve Box v buying Joint - - - Ref: None Scale: None FINISHED SURFACE SLOPE TO DRAIN CONCRETE FOOTING .. •. + 6 MIN. Refer to Structural 1111 IL ME Refer to Structural 6" 6. 6" 6" FRONT RIGHT -SIDE SECTION/ELEVATION SECTION/ELEVATION PEDESTAL —MOUNT CONTROLLER Pedestal: Hunter ICC—PED Controller(s): Hunter ICC-800M (base station) Add modules as needed: ICM 8 Station Modules or ICM 4 Station Modules SCALE: NOT TO SCALE :ricol Tape COnitroD/t��!F Q� nbly Hunter ICC ontrol ler with Pedestal an Remote Operator Ref: None Scale: None Y2' Cut OFF Po 08 �oro, 500 Series d,justable Flood Bubbler Ref: None Scale: None Toro Shrub Bubbler PVC Pipe (Typ.) o� �E OF ......................:... 0 ROBERT• ��••• B. RUTH .•..D ' 14349 •�'RFCISTERE� s•� OQ tias .,, c 11/01/01 N T N QJ X 6 U f- � � N � U 3 0 J Date: q/13/01 Revisions: 11/01/01 - RBR A Sheet Number I 1 , Sheet of 34 Reduced Pressure Vacuum Breaker ¢ ; (Refer to Ig94 Standard Plumbing Code) r., Wilkins (brass) Model 2-720A (or equal) (Insulate Exposed Pipes) 10" Plastic Valve Box 2" Plastic Ball Valve Concrete Meter Boxes with metal lids (Typ.) r_ 10" Plastic Valve Box 2" Water Meter 2" Master Valve I Compacted Native Soil 12• Above Mlghest Undisturbed Native Soil .. .,y spray Mead Irrigation Main Line 2" Copper Flow Line from Tap to Meter ON` Flow Out Water Flow In Meter (to sprinklers) (from tap) 14 MOTE" 10• Plastic valve eo+ Back Flow Device must be tested upon installation as 2• F.11 Port per City Ordinance #23014. eras Vdve 1r gAip main Lire Cr E r U r_ � L Ca U L t . •a •• J = . rT m tv n 0 .» 0 CD 0 ja °' cn C, 3 L7 IT L . n •' a, CD 1v 0 3 N 41 U • ID L Cl- 01 Pressu e Vacuum Breaker Assemrbl Ref: None Scale: None TORO E-Series Field Satellite IRRIGATION CONTROLLER SEE PLAN FOR NUMBER • OF STATIONS. • SLEEVE FOR GROUND 115V CONDUIT WITH CONDUCTORS PER LOCAL & NATIONAL ELECTRICAL CODES CONDUIT FOR COMM CABLE CONDUIT FOR VALVES AND SENSOR WIRES — FINISHED SURFACE - SLOPE TO DRAIN CONCRETE FOOTING 6 MIN. Refer to Structural Refer to Structural OF 6" • 6" 6" 6" FRONT RIGHT —SIDE SECTION/ELEVATION SECTION/ELEVATION PEDESTAL —MOUNT CONTROLLER TORO E Series Field Satellite SCALE: NOT TO SCALE 99 Controller"A OZ. Toro E -series Field Satellite Ref: None Scale: None. ainbird PEB Series lectric Valve Ref: None Scale: None 4f Topsoi I Nipple W. Nozzles Vary (Size Per Application) (Spray Pattern Varies) Side Inlet (Optional Installation Port) Lateral Tee Lateral Pipe Note: Install sprinkler at finish grade 02 oro V -1550 Series otary Sprinkler Ref: None Scale: None TORO GREENKEEPER IRRIGATION CONTROLLER SEE PLAN FOR NUMBER OF STATIONS. ANCHOR SECURELY TO UNISTRUT. CONDUIT FOR 115V POWER CONDUCTORS PER LOCAL AND NATIONAL CODES 3 4" CONDUIT FOR R MOTE CONTROL VALVES AND SENSOR WIRES SECURE TO UNISTRUT WITH APPROPRIATE PIPE CLAMPS FINISHED SURFACE FRONT RIGHT —SIDE SECTION/ELEVATION SECTION/ELEVATION EXTERIOR WALL —MOUNT CONTROLLER TORO GREENKEEPER SCALE: NOT TO SCALE 99 99 Controller B oro Greens kee per 12 Controller Ref: None Scale: None MPR Plus Spray Nozzle. (Spray Pattern Varies) Note: Install sprinkler at finish grade Topsoil Toro 570Z Series Pop-up (12" Pop-up in Beds; G11 Pop-up in Lowe)* Cut-off Nipple Lateral Tee Lateral Pipe 03 Toro 570Z Series Sprinkler Ref: None Scale: None Sw,u ing Joint Ref: None Scale: None 1 10" Plastic Valve Box .rival Tape nbly OF o� o©p .. ................. •�ROBERT B. RUTH ........... ' 160 jO••:QEGrISTER�� lifer c N T V M M � 6 N � 0 6 US 3 0 J Dote: q/ 13/01 Revisions: • pop Sheet. Nurnl�-,,� I