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HomeMy WebLinkAboutDrawingsPROJE( BENCHMARK: P OF SANITARY SEWER MANHOLE LID LOCATED ON SOUTHSIDE OF HOLLEMAN DRIVE AND 8 FEET WEST OF WPC ICE RINK MAIN ENTRANCE. ELEVATION=278.2,3,-,---�-,---'I X=4036.45, Y=4733.73 soft N 4 7 4 2 49ft Now 32 47�42-/,�-�, It iltlit, N CURVE RADIUS DELTA LENGTH TANGENT LENGTH CHORD CHORD BEARING C1 1035.00' 24!ll02"46" 434.38' 220.43' 431.19' S 53*39'02" W C2 1045.00' 1 23*48'12" 1 434.14' 1 220.25' 431.03' S 53'31'45" W -- ------- - WOLF REEK' I ___ _- - EA-_ ------------- N, PEN C DEDICATION ik ------- L -L ------- - ------------------- ------ ------ ------ ND SUBDIVISIOi�k�,,'�`�",- - - 11 '100, It 9 3/ --------- jilkil �� - J__ -AGIODPLAIN '60 it PHASE I \ \ I, t 7/d/M/. -- -------- N 11 It 11 11ill N. t I I It '26 000;� - 11 1 11 1 1 1 1 Illit, 08/207 1, N, 00 I, N. Nit it I'jil, V CURRENT --P- 0 # ZONING: 2j.,. 1 111% till l It 11 WPC 26' STORM \\\ijII Ck, I 1 0 6WER EASEMENT 7�6 , I I I, �y FLOODWAY O'l I 2477/15,," It 1111, 1', 111111, /6,00", a 111101ill I k I IIIIII0 I EAR BLOCK 1 /)/I till ACK it, N%,. It" WOODSTOCK, 15' R - t\ PR6� SIM SECTION I 70 f�=RE,' 11,11,10 k rTuv bTbltm PLAT 436/487 6-3 ' I A till x 11;111 1 \ I I I I CURRENT it N, ZONING: VICIMY Not to Scale 0 Mill MAZ�UNKT (0. SCREEN OR WALL WPC -------- 18" x 12" See Ordinance for CN AS APPROVED BY FDC. 1 3 If I//, ---------- additional Information THE DESIGN klyp RETAINING I., -------- REVIEW BOARD kLL (TYP) z Z Ili",\0 INIO I10w FIRE LANE SIGN 7 11 Z- N/F � �7 n, , VX 22- �'!O e designated a All curbs and curb end s LACOUR INVESTMENTS PIP firelanes on plans shall be pointed red N\ ith *4" (four inch) white lettering stating W , I; REM. 12.18 AC.l w lit i / - - :4, N" TRACT 'SIV, "FIRE LANE -NO PARKING -TOW AWAY ZONE" PHASE M 398/768 L;LN I LK UNL xv V N. OF CREEK Wording may not be spaced for than IN` (NOT PLATED) LR" fifteen (15) feet apart. too -\0 CURRENT N, V \\w . 11111 1 ZONING: �'ggg IN, 11 - I j I/ / / N. "I ` _N - \ "Ittlill,111, I \-A\\\\ I (A 8" (eight inch) high if stripe and white % V IV\ WPC lettering are pointed on -surface of -pavement. c 4 CE"k�'=f L____ 45 20- P. �.E. ------ F: 0 20 FRE LANE Em M 9% IM FIRE LANE 1= W M I ? / . J N' x FIRE LANE STRIPING 14 CA PHASE 'T N MA _SS "tilt x FLOOD Not to Scale 12 SLOPED scalm - I , III NDWALL Landscape Legend SANITARY IMM W TWE - - - - - - - - - - - - J I SEWER 10 /fill' 'Llf I EASEMENT 335/452 Hac gg .40 44.99 kberry Cedar �v� Elm IFUTUKL N. \ I" I 1 "S -,/-w, - �z�_ __7 - / WPC 4b6 P 0/ 15' PRIVATE�/ DRAINAGE I -bib TRAIL - 11"it, I I I I fill r7i EASEMENT \W 5 1 /fit/ AM tl I Till 1111!61 T *9: *0�2-- 0.i"6063 . 7. F.979..'1260.3564 511 UNMMSffY DRIVE EAST SUITE 204 ,OLLEGE STATION, TX 7784C PLAN & DESIGN SPECIAIJSTS IN CML ENGINEERING * HYDRAULICS HYDROLOGY * UTIUTIES * STREETS SITE PLANS * SUBDIVISIONS 99- F "nil ......... :!�rl, WA__ "., w 1 Z ......... .......................... 'VERONICA J.B. .......................... 77689 r-51 5A OT PLATED `21W - MI 6 V NO, �$Z CU�RRENT 6 ZONING: /Clti 7A units, 5x4b p8, _5Z Type 3 & 4 Bdrm: 162 bdrm-- _43b bedrooms PC 2 7B units 2x4b + 2x3b + 3x2b 40 bedrooms required parking: 162 p.s `V, @ 2 V 2 6 units 4x4b + 2x3b 44 bedrooms Type 2 Bdrm: 12 bdrm p.s 1 5 units 3x4b + 2x3b 18 bedrooms required parking: ME, 180 Q,S 0- M1 NUME zg g 2 3 units 1 x4b + 2 -Required Parking Phase 1 MINI '*`1110181,101110 RK�M 1 20 bedrooms ME A, a Parking Provided Phase 1: 184 p.s 51 units 174 bedrooms AL �Q IF 0 R� % V, mn& wil'IRM ;zf IBM 1111 ftaff 3- a W X 4 ZE 98 units on 7.410 acres "G v iits 7.410 acres 13.23 units per Allowable Density.= N/A (WPC Zoning) V N 6 410 11111iiii a, I Mm NER FLI , ;�Y'v N 'E N 7 .......... m7l',77, a -k 'a A2 �MV&04 I Ell K EX. W IN (SEE BUS STOP WATERLINE LANDSCAPE PLAN) k --L A "�",HOLLr-mAN D' S.\ProjAO558-WPC_Condas%Phosel\0558-01-overall.dwg,11/30/200710:06:50AM,I.40 80' R.O.W. (EXISTING) �ANTIAR��� 6S To BE MMD014 670' (ADJACEN I MIN.=z,3oo,) .373- (c RIGHT MIN.==,3.r -,30-RCP- 8-SS- Qlt--SS-9_ BE SS -9 C U-1 6' HIGH, IRON1/CEDAk­ EX. 3.8' FENCE (TYP) SIDEWALK SWR NEW (BY U U 6' HIGH U E IRON/C FENCE REVIEWED FOR N/F PROP. 15'�-SAN V 5 m�, 4* ECOMP�IANCE SEWER Re 3.8 CITY OF COLLEG STEEI_ ING- EX- STATION DEC I I By R.O.W. RACT 2007 LINE ExisnNG 5.163 ACRE Ai BACK OF EX, CURB SID 1636/31 COLLE E STATION CURREN DEVELOPMEWT SE WCES 4DJ C SIDEWALK 114ARKER ZONING �Nr WPC -_31001 I EXISTING IC RINK ENTRANCE DRIVEWAY INTERIOR ISLAND CALCULATIONS PERIPHERAL PARKING SPACES: 38 P.S. INTERIOR PARKING SPACES: 328 P.S. EXTRA INTERIOR LANDSCAPE AREA REQUIRED: 328 P.S./15 P.S.=21.87 22*(180 SQFT)= 3960 SQFT EXTRA INTERIOR END ISLAND REQUIRED: 3960 SO, TOTAL EXTRA INTERIOR END ISLAND PROVIDED: 6519 SQ.F_T, 0 2 --.s M -1 V TOTAL BEDROOMS: C,4 M M M (7PARKING: PER UDO- MULTIFAMILY DWELLING: 5*4(BDR)+2*3(BDR)=26 BDR/BUILDING 3 & 4 BEDROOM UNITS= 1.0 SPACE/BDRMS 2 BEDROOM UNITS = 1.5 SPACES/BD RMS 7B UNIT BUILDING: . of Ljj 5, Uj =20 BDR/BUILDING REQUIRED PARKING= 322*(1.0)= 322-P.S. M M 6 UNIT BUILDING: i REQUI . R . ED PARKING= 18*(1.5)= 27 P.S. 4*4(BDR)+2*3(BDR)=22 BDR/BUILDING (D PROVIDED PARKING SPA CES = 366 P.S 5 UNIT BUILDING: LLJ I 3*4(BDR)+2*3(BDR)=18 BDR/BUILDING > (D 3 UNIT BUILDING: 1 *4(BDR)+2*3 B 0)!ILO 0 (PER UDO -MULTIFAMILY DEVELOPMENT. 1-8 YRD DUMPSTER/11 6 DWELLING UNITS) 4*(7A UNIT BUILDING)= z 3*(7B UNIT BUILDING)= 60 BDRMS 7*7 UNITS BLDNG= 49 UNITS 3*(6 UNIT BUILDING)= 66 BDRMS 3*6 UNITS BLDNG= 18 UNITS 04 90 BDRMS 5*5 UNITS BLDNG= 25 UNITS 2*(3 UNIT BUILDING)= 20 BDRMS U) 00 TOTAL= 98 DWELLING UNITS L BEDROOMS= 340 BDRM Lai 6 fA-)MD DUME$= REQUIRED 6 PERMANENT 'DUMPSTERS 1 TEMPORARY DUMPSTER PROVIDED 0 0o 0 z: C14 x LL_ z 0 1— 3: 0 Z LU 0 1- z 0 U) __j 0 V) y M N 0_ cn Q) Uj (D LLI > U-1 _j Lij Elf _j 0 0 r-51 5A OT PLATED `21W - MI 6 V NO, �$Z CU�RRENT 6 ZONING: /Clti 7A units, 5x4b p8, _5Z Type 3 & 4 Bdrm: 162 bdrm-- _43b bedrooms PC 2 7B units 2x4b + 2x3b + 3x2b 40 bedrooms required parking: 162 p.s `V, @ 2 V 2 6 units 4x4b + 2x3b 44 bedrooms Type 2 Bdrm: 12 bdrm p.s 1 5 units 3x4b + 2x3b 18 bedrooms required parking: ME, 180 Q,S 0- M1 NUME zg g 2 3 units 1 x4b + 2 -Required Parking Phase 1 MINI '*`1110181,101110 RK�M 1 20 bedrooms ME A, a Parking Provided Phase 1: 184 p.s 51 units 174 bedrooms AL �Q IF 0 R� % V, mn& wil'IRM ;zf IBM 1111 ftaff 3- a W X 4 ZE 98 units on 7.410 acres "G v iits 7.410 acres 13.23 units per Allowable Density.= N/A (WPC Zoning) V N 6 410 11111iiii a, I Mm NER FLI , ;�Y'v N 'E N 7 .......... m7l',77, a -k 'a A2 �MV&04 I Ell K EX. W IN (SEE BUS STOP WATERLINE LANDSCAPE PLAN) k --L A "�",HOLLr-mAN D' S.\ProjAO558-WPC_Condas%Phosel\0558-01-overall.dwg,11/30/200710:06:50AM,I.40 80' R.O.W. (EXISTING) �ANTIAR��� 6S To BE MMD014 670' (ADJACEN I MIN.=z,3oo,) .373- (c RIGHT MIN.==,3.r -,30-RCP- 8-SS- Qlt--SS-9_ BE SS -9 C U-1 6' HIGH, IRON1/CEDAk­ EX. 3.8' FENCE (TYP) SIDEWALK SWR NEW (BY U U 6' HIGH U E IRON/C FENCE REVIEWED FOR N/F PROP. 15'�-SAN V 5 m�, 4* ECOMP�IANCE SEWER Re 3.8 CITY OF COLLEG STEEI_ ING- EX- STATION DEC I I By R.O.W. RACT 2007 LINE ExisnNG 5.163 ACRE Ai BACK OF EX, CURB SID 1636/31 COLLE E STATION CURREN DEVELOPMEWT SE WCES 4DJ C SIDEWALK 114ARKER ZONING �Nr WPC -_31001 I EXISTING IC RINK ENTRANCE DRIVEWAY INTERIOR ISLAND CALCULATIONS PERIPHERAL PARKING SPACES: 38 P.S. INTERIOR PARKING SPACES: 328 P.S. EXTRA INTERIOR LANDSCAPE AREA REQUIRED: 328 P.S./15 P.S.=21.87 22*(180 SQFT)= 3960 SQFT EXTRA INTERIOR END ISLAND REQUIRED: 3960 SO, TOTAL EXTRA INTERIOR END ISLAND PROVIDED: 6519 SQ.F_T, SITE CALCULATIONS 0"'� .. A TOTAL BEDROOMS: 7A UNIT BUILDING: Q) (7PARKING: PER UDO- MULTIFAMILY DWELLING: 5*4(BDR)+2*3(BDR)=26 BDR/BUILDING 3 & 4 BEDROOM UNITS= 1.0 SPACE/BDRMS 2 BEDROOM UNITS = 1.5 SPACES/BD RMS 7B UNIT BUILDING: . 2*4(BDR)+2*,3(BDR)+3*2(BDR) TOTAL TYPE 3 & 4 BEDROOMS= 322 BDRMS =20 BDR/BUILDING REQUIRED PARKING= 322*(1.0)= 322-P.S. TOTAL'TYPE 2 BEDROOMS= 18 BDRMS * '' 6 UNIT BUILDING: i REQUI . R . ED PARKING= 18*(1.5)= 27 P.S. 4*4(BDR)+2*3(BDR)=22 BDR/BUILDING REQUIRED PARKING SPACES = 349 P.S (MIN.) PROVIDED PARKING SPA CES = 366 P.S 5 UNIT BUILDING: I 3*4(BDR)+2*3(BDR)=18 BDR/BUILDING DUMPSTER: 3 UNIT BUILDING: 1 *4(BDR)+2*3 B 0)!ILO BDR BUILDING (PER UDO -MULTIFAMILY DEVELOPMENT. 1-8 YRD DUMPSTER/11 6 DWELLING UNITS) 4*(7A UNIT BUILDING)= 104 BDRMS 3*(7B UNIT BUILDING)= 60 BDRMS 7*7 UNITS BLDNG= 49 UNITS 3*(6 UNIT BUILDING)= 66 BDRMS 3*6 UNITS BLDNG= 18 UNITS 5*(5 UNIT BUILDING)= 90 BDRMS 5*5 UNITS BLDNG= 25 UNITS 2*(3 UNIT BUILDING)= 20 BDRMS 2*3 UNITS BLDNG= 06 UNITS TOTAL= 98 DWELLING UNITS L BEDROOMS= 340 BDRM 6 fA-)MD DUME$= REQUIRED 6 PERMANENT 'DUMPSTERS 1 TEMPORARY DUMPSTER PROVIDED r-51 5A OT PLATED `21W - MI 6 V NO, �$Z CU�RRENT 6 ZONING: /Clti 7A units, 5x4b p8, _5Z Type 3 & 4 Bdrm: 162 bdrm-- _43b bedrooms PC 2 7B units 2x4b + 2x3b + 3x2b 40 bedrooms required parking: 162 p.s `V, @ 2 V 2 6 units 4x4b + 2x3b 44 bedrooms Type 2 Bdrm: 12 bdrm p.s 1 5 units 3x4b + 2x3b 18 bedrooms required parking: ME, 180 Q,S 0- M1 NUME zg g 2 3 units 1 x4b + 2 -Required Parking Phase 1 MINI '*`1110181,101110 RK�M 1 20 bedrooms ME A, a Parking Provided Phase 1: 184 p.s 51 units 174 bedrooms AL �Q IF 0 R� % V, mn& wil'IRM ;zf IBM 1111 ftaff 3- a W X 4 ZE 98 units on 7.410 acres "G v iits 7.410 acres 13.23 units per Allowable Density.= N/A (WPC Zoning) V N 6 410 11111iiii a, I Mm NER FLI , ;�Y'v N 'E N 7 .......... m7l',77, a -k 'a A2 �MV&04 I Ell K EX. W IN (SEE BUS STOP WATERLINE LANDSCAPE PLAN) k --L A "�",HOLLr-mAN D' S.\ProjAO558-WPC_Condas%Phosel\0558-01-overall.dwg,11/30/200710:06:50AM,I.40 80' R.O.W. (EXISTING) �ANTIAR��� 6S To BE MMD014 670' (ADJACEN I MIN.=z,3oo,) .373- (c RIGHT MIN.==,3.r -,30-RCP- 8-SS- Qlt--SS-9_ BE SS -9 C U-1 6' HIGH, IRON1/CEDAk­ EX. 3.8' FENCE (TYP) SIDEWALK SWR NEW (BY U U 6' HIGH U E IRON/C FENCE REVIEWED FOR N/F PROP. 15'�-SAN V 5 m�, 4* ECOMP�IANCE SEWER Re 3.8 CITY OF COLLEG STEEI_ ING- EX- STATION DEC I I By R.O.W. RACT 2007 LINE ExisnNG 5.163 ACRE Ai BACK OF EX, CURB SID 1636/31 COLLE E STATION CURREN DEVELOPMEWT SE WCES 4DJ C SIDEWALK 114ARKER ZONING �Nr WPC -_31001 I EXISTING IC RINK ENTRANCE DRIVEWAY INTERIOR ISLAND CALCULATIONS PERIPHERAL PARKING SPACES: 38 P.S. INTERIOR PARKING SPACES: 328 P.S. EXTRA INTERIOR LANDSCAPE AREA REQUIRED: 328 P.S./15 P.S.=21.87 22*(180 SQFT)= 3960 SQFT EXTRA INTERIOR END ISLAND REQUIRED: 3960 SO, TOTAL EXTRA INTERIOR END ISLAND PROVIDED: 6519 SQ.F_T, 9!_4 Fj Sheets ,da� __J Q) + Lo Q) Z 0 __j N __j Lij (6 Zi d5 C) i� C) z 014's Lai Q_ 9!_4 Fj Sheets ,da� __J PROJECT BENC44ARK: -TdP ,OF � 0TART SEWED MANHOLE UD LOCATED ON SOUTHSIDE OF D AN 50 !�}� WEST C, INK IN ENTRANCE. ELEVATION'=278.23; \ It 1E 6' HIGH -`-6" PRIVATE < IRON/CEDAR SANITARY FENCE (TYP) SEWER UNE x a_ s v1 4" SANITARY SERVICE (TYP) 4 �_ 15' REAR 20' STORM SEWER FDC EASEMENT (TYP)2477/15 ' - N/F LACOUR INVESTMENTSy., REM. 12.18y AC. TRACT 398/768 NOT t�>�`�c ?i©FFv-^ s'.`s21i. ,� se•.'`"v�i` a`z nT . PLATTED)+-----wx CURRENT - •yam, ��Y, �:• . ZONING: WPC ��x sv.T � zh� i•c7� ��� �� . _3�+:s< 8sf" ' -���' ;a 1�^� .. T = t !r 6 FT HIGH , �� hNo ;. / MASONRY SCREEN OR WALL AS APPROVED BY D.R.B-.[-- 20'1\P.U.E.1\1 ------ 4------ -- -,. �_n�� .• .,��„y` a �:,� as 1 1 PROP. SANITARY SEWER MANHOLE 1, i�001 MI 5 t J 15- now" s--ss15 01 EX. SANITARY SEWER MANHOLE TO BE ABANDONED �I (BY OTHERS) EX,, 15" SANITARY'`, SEWER A�0. oG�y TO BE REMOVED SITE DED/CATIONAR,'' FA 1 I ` a 1 \ I j11 , \ 4' V PROP. 4',%WIDE' ; GENERAL CONSTRUCTION NOTES: SITE PLAN NOTES: `,SIDEWALK TO' ,' 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. Name of Project: River Oaks Townhomes ® FUTURE T"L � � location of ALL existing underground utilities. Furthermore, the and Federal Regulations regarding construction activities near energized 9 2. Legal Description: Lot 1, Block 1. River Oaks Subdv. YST KA /' , i Contractor shall contact all utility company representatives a minimum overhead power lines. Additionally, the contractor shall coordinate all 3. Owner: Jim Stewart of 48 hours in advance of any excavation. proposed work and procedures with the City of C.S. Electrical Division. Waterwood Townhomes a. Contact Dig Tess ® 1-800-344-8377 7. All materials & labor not identified as a Separate Bid Item shall 1001 Krenek Tap #1401 \ • 4\ \E \\ `\\ b. Contact Kimberly Winn @ ATMOS 774-2506 be considered subsidiary -to the item in which it is used. All materials College Station, Texas 77845 C. Contact Mike Lavender ® Suddenlink 846-2229 and equipment shall be both furnished and installed unless otherwise (817) 994-4663 \ 4. Engineer. Mitchell & Morgan, L.L.P. d. Contact Isobel Cantu @ BTU 821-5770 noted. \ \ II 511 University Drive East, Suite 204 , , e. Contact Mitchell Gas ® 779-4460 8. The Contractor must provide construction staking from the College Station, Texas 77840 \RETAINING ��� f• Contact Union Pacific Resources ® 778-8525 information provide on these plans. (979) 260-6963 \ \\ WALL III g. Contact Richard Wallace ® Verizon 821-4752 9. All soil exposed by construction shall receive stabilization. 1001 5. Zoning: WPC 6. Existing Use: Vacant Proposed Use: Multifamily 2. All construction shall be in accordance with the current City of coverage of groundcover, decorative paving, decorative rock or perennial 7. Setbacks: Per City of College Station Ordinances ' \ FLOODWAY I t 1 \\ \\ \\p I i i College Station (C.S.) Standard Specifications for Street Construction, grass is required in parking lot islands, swales and drainage areas, the 8. Site Area: 7.41 acres Ph. 1 Site Area: 3.732 acres s I B/CS Unified Technical Specifications, Water and Sewer and Generals, g rights-of-way, 1 property disturbed 9- Project Information: I I parkin lot setback, ri hts-of-wa , and adjacent 2007, and BCS Unified Design Details. All inspection shall be performed during construction. - PH 1 51 units \` \` 6" PRIVATE I i by the staff of the City Engineer of C.S. All construction shall be 10. Trenches may be left open overnight if properly barricaded. _ TE I 9 P P Y PH II 47 units w SANITARY I coordinated with the City of C.S. City Engineer. 11. Adjustment of Water Meters, Valves, Manholes, Irrigation Systems, PH III - 00 units SEWER UNE ! I 3. In lieu of using the construction materials indicated i ! , 9 n these and any other Public or Private Utility, etc. are not separate pay 10. Bus Stop is subject to review process. \(TYP) !/ plans, the Contractor shall obtain written approval from the City items. The Price of the adjustment shall be subsidiary to the Engineer for any substitution prior to Construction. Requests for construction of Sewer Line, Force Main, etc. This s site lies within the 100 -year floodplain based upon changes should include product information and an engineers seal 12. The contractor shall coordinate with ATMOS, Cox Communications, F.E.M.A. FIRM Panel #48041 C0144C as amended b L.O.M.R. 00-06-175P, dated Jul 10 2000. Y I , II G' .•\ �`\\ \ where applicable. The contractor shall be financially responsible for BTU, and Verizon to adjust the location of Existin facilities. Y the en ineees time g g e spent reviewing changes and based on 13. • � \ I �`_ _ _ _ 9 9 The contractor is responsible for traffic control. All traffic control contractors requests. must be per TMUTCD and be approved by the engineer prior to PHASE 1 I SII ' - 2 - 7A units 5x4b + 2x3b = 52 bedrooms 4"SAK\ `� ` --__ - 4. Trench Safety Requirements shall be in accordance with O.S.H.A. implementation. This is not a separate a item. P pay 2 - 7B units 2x4b + 2x3b + 3x2b = 40 bedrooms Standard 29 CFR Part 1926 Subpart P. For \ S\ERVIC i E p general requirements, see 14. All roof and ground -mounted mechanical equipment shall be 2 - 6 units 4x4b + 2x3b = Sheet S3 for details. 44 bedrooms a� j ' ` screened from view or isolated so as not o be visible from any public 1 - 5 units 3x4b + 2x3b = 18 bedrooms 5. TRENCHING AND BACKFILLING: All trenching and backfilling shall right-of-way or residential district within 150' of the subject lot, 2 - 3 units 1x4b + 2x3b = 20 bedrooms 51 units / 174 bedrooms conform to the specifications set out herein. Testing shall be provided measured from a point five feet above grade. Such screening shall \ °► by a certified laboratory, at the Owner's expense, to verify these be P fy coordinated with the building architecture and scale to maintain a - \ °Type 3 & 4 Bdrm: 162 bdrm \ ® standards. Any retesting due to substandard work shall be at the unified appearance. required parking: 162 p.s. expense of the Contractor. Structural areas shall include all sidewalks 15. Fire Suppression Lines shall have a Lockable Lid on the isolation Type 2 Bdrm: 12 bdrm VICINITY MAP ;V °o \ and shall extend 5' beyond the curb lines of all streets, alleys and valve. The Lockable Lid shall, at a minimum supply required parking: 1$ 12.s.\ r\ \ ®' Y PPY Protection as the Required Parking Phase 1: 180 nom, Not to Scale parking areas. AMPro USA LL562-WA Locking Lid. Alternate Lockable Lid shall be Parking Provided Phase 1: 184 0 1 ° approved by College Station Utilities Director or his/her Designee. 9 : ®` g � '"�=1,�- .•�='.,... - ;{ -, \�� ` Wim° 1 I I �_- ��� is �i%/i%l�' I' /--- __ .: \\\ -I :::jjji%/�,J ; `' !r � I l 1 r' l Ir llljlllr�l'II'I'� _--- \\\ j s'� `'`\ � I -; ZZ wZ__�,__ -��: �=__- ,.,�� I //...i//.d/�• , 1 I / r ! 1 / , I,II ,1(,1,(11 T\ t`\ -•s�`��"-,G � a. i � \ ® I , _ \ /// / ! III II ! -�. ___ ___ - - - �s I - - - `. l / l I - - - I === _ _ _ r;,, ' 1 1 1 r I I IIII \ i -/ ---- _ '• 1 1 I I , r r r 1 I - �'�- . � .... • ,.� a � -�.. CC; LIQ 'r ,,_. .-.� •'- ' 1 °® --i--- \ '•�.-. \ 1{L1i// l l ��11l�'•/�s --a-= - ___ _� //// � " "\ 6 PRIVATE I 11111 f DEC ! oD l \ yl I SANITARY SFWER I 1 ° % ` \ I + 11 1111/ 1 , I , C+ r� / / F \ . 4 °I® 1 \ \ + ! 11 / t I , 1 / UNE / I E o® `\ ' 11/ h/1/ r, I r*".0 / r I , r 1 , / / r / / ' /b�il! r \ 1�0 YRI ®® /• 1 \ \ I Irr,lrrl,lll I , I /!Jill \ f \ \ Fi0 DPLAIN +, t I / /IIAI!lill r//, , COLLEGE STATrO 1 1 , l l nfilli ( \ 'p,1 ■ \ `\\ i /♦ I i �I/,r ,! I ,, JI ' l l 1. 1�I1/I 1 %I•1 /Illlr'1r'r1!lil\\6 �? I . ,;;;, t ,,1.�.� l ��,�e��ER��G , , , / , r',IrI\ �`•�� \� CLEANOUT 5 3 R '•�'� V I �• 1 I / / • IIIA / ,l l ! ,1 C3 +� s'�- � c 1 I B P >: N \ / %� / %�// l!l I I 11 • t l I ! \ \ '`•-,-_./ \ \ - ,� g'�` � .. \ (TYP) � /• I l I I / I l l 11 11 / \Nwo I , l ••'l / I ,,1111II ,� FL00 WAY ' NOT RQi�iR ELECT. \� • o _ 1 n l , \ . • \ \ r ! / '\ I ul 1 / , BOX \ \\ ® \ `\ / 1 / ' I - `•\ 1 / 11,!11 i I l ���r / ; ,1/1r,11/,1� - " t r \ / ' /tkcl FENC n E r 1 1 r , - FUTURE - / r I vt I\ �•-'�, .. a - � / / r a \ I J i. '\ \ \ 1- / 4u l 1, r 1 1 + 1 ,. ,:. _ _ ` ! HIGH,(TYP) ! J J / I + 1 , 1 n 1 1 / 1 inch = 30 feet r '' l til ri \ WPC TRAIL H Gt�� ®_ , J, ! ! ' - J / \ ,r1 llrl 1 / 4'1-1 11 \ \ \ l 1 / I I / I TYP I ',\ 7,i e j \ \%.76 \ \ �. .kms +�� 1 \v . ' \� -'®`o®oJ J J I I !!l!//,rr/I! ! f r / 11 / I, ,, r, :#t �i. /i `/ : /; !.'/r!•'if I( \ `\ 1 {�` l _ x,1 -------:WOLF PEN CREEK ' �� -'= =' /;;;E %.;I t; \ l t I r /; /: 1 /., DEDICATION AREA ;; ,,,,,�, ! \ \ " \TRENCH FLUME z f I 111 ;,!/ / \ \ !N1 / 11 / l 1 / + ` + ,;,;♦♦//, c /// '♦/( \ ^� t / I \ 4 SANITARY \ � ` lr tri ///,'%. \ \ruin,, , r / , 1 1 1 1 /�.�'�;' r j` \ ` � 1 `\ W/GRATE • $ PROP. 4 WID� r I / i / J / ul l \ \ �(,. E \ ?, \ ( ' r \ r s .:��. j /! r !/%''\ ,`\ rll iJ \ 1\ ' % l ' \ ' 5.359 ACRES \\ 6 HIGH 12x7 6" PRIVATE SERVICE (TYP) \ �' I r 11 !/J \ InlrrN 1u! / r 4 \ ' 1 + 4 1 J -_-- / \ SANITARY SEWER` \\ 20' PUBLIC '�� \' . SIDEWALK. TO r t 11/!/I'<, ,lull IIr u/ \ 4 1 1 1 1 \ CURRENT ./. / ,♦/ // ;>,:��,,� 1' \ IRON/CEDAR CONCRETE \ -.p R r�l� ,/!, \ unll p Il, \ \ \ 1 \ 1 = ,.///..��� / Ttj E TRAIL r / ! u l \ \ 1 �, //r'; �/�• •,' r ` FENCE TYP ` PATIO TYP. UNE .\ UTILITY EASEMENT � ` ' \ 'I SYSTEM I 1 r ,Ill l` nnnl Illq` . \' \ \ .,,.'. 4 ZONING: .;:�;; % ! % //4001'/ \ (TYP) ( ) \`IIIIL$IIIILt= WPC '�/��� ;ii i i y!iijiG,.' % @ /.r IQ , \ •., \ \ �' � \ I, l/ 1 r ! / l � l �` / 11 'TI I I I I _ - �'` � � \ . \ � ,, •, \ \ \ . \ \ \ /- i ii'iiii %/ ' : i/ii/� iii ii �, i � ` / I / \ \ '� \ 1 / // / j /! / IIS-.-\`:� \ \ •. \ ` i / //'i.i//i i.. /,r�.. ..�' ,.� / I / V 10, PEDESTRIAN 3 L� _/ \•, \ \\ u _ �t ,,;- \ - �/li I/// �.'�.�j:/3' VI /-" ' GATE CV.I ;RAINING ,.,,..,;/�.%% , \ / tik •. .` '1 .. . � J!/ �! --/� \\,.: � `��` � � `�/�/'_/i �'i: �i"iii / l N / \ ' `\ r .: -- �'t,. _ . �` ., WALL !I/,6/ '� \�C��� \ \����\�`.� ./ i -.-.i/i: /i/. .! %^ J / \ I �( (D L s.'� '. # ,' III\. I `i', \`����\���\�� _�_\�•._``��- /�/-!/--!,, ' I / \ \ 11 L! ll E Il- U t1 Liz1 ' H.C. a �A� I _y I , - ,- 1 /' RAMP$ *\� xt�` 3 I /II/! //�% g®® \ \ , , G' :.•.\ I S+ I / ,/��rB ®®\` \\ !, SID��o� 1 1 / / WOODSTOCK, \ I \ -•\ °®° \ \ \\ LOT 1 " \\ \'�\ i SECTION I PLAT 436/48 ROSE -ARBORS, L.P. \ `\I 11 SEW STORM /! �` \ `-6 PRIVATE \ o \ \ Em ® \ 100 YR 1 \ 8.21 ACRE TRACT // ' 11 \\ BLOCK 1 \ 1 r v � \ SANITARY, `� o \ - \ ® • ®®®®®e FLOODPLAIN / 1 / I 3780/244 / \ 1 r -� .� � � ;/,/� ,' / �/' ® • oom o° / / I / CURRENT (NOT PLATED) /' \ + 4 1 q u 7 0 SEWER UNE `\ ^ °o -' \ . . + \ + ! / ZONING: 1 ' 7.410 ACRES l 1� \ 3 \, �� •\\ f - =� ,�°®® I / \ \ IF ; . .=�. I WPC CURRENT `' � / 100 YR ,r ZONING: `\ `\ CURRENT WPC \ \ ZONING: 11 \ '- / CG ss3�R 4 \ ® _ _ _ o FLOODPLAIN \ 6 HIGH \ / 0 \ \ ` WPC 1 + \ m 1 r' IRON CEDAR / /®o+®w®�,®.®® -- \FENCE (TYP) / \ ""..-•- m-- ----^- oob �® \ \ / / ,•- \ \ , ! '` ` DRAI ®� ®15 PRIVATE DRAINAGE I NAGE --------------- STORN ------- EASEMENT - / , �'. 15' PUBLIC UTILIlY11EASEMENT i \\-------- \ \ \ H. \- _ PROP. / 1 ` / *` `\ `\ RAMP, \ + / / ® ----1----------------------�i F-----------------� -- �� \ �� \ 4 G- \. i \ / ® 6" PRIVATE - 6' HIGH SIDEWAUC TO 11 i i e Jam` EX. FIRE T HYDRANT EX. 8" WATER LINE - r \ - i .\\ ` l 4 1{. I_- .. :_ � - I _ ` I \\ ?:�".i•��sr } \ rs i '.s',f''�,' L5 p- / 1 IW I I z c J W 1 PbOP\ I ems.\Y ,nh3 I I I 1 1 1 I I 7� . 8r, t 11 J if) 1 I WATER LINE 1 I � M,a,s��4 ' I 15 IPUBLIC 1 I I 1 I I \ ` F 1 1 pIlUTY iEASEMENT 1 1 i I I \ ++ 00 L ----J i'1 1+ 1 + \ 1 ✓1 I PROP. 15" SAN. 1 11 4 i D D 14 i SEWER IFUTURD E MUSE 00 I 1 ' LINE (BY OTHERS) i 00 I I 16 FT HIGH S + 15",PUBLIC UTILITY EASEMENT i r� TEMP. \\ \ µ 1 1 1 4 N \ I 1 cp I CEDAR �' r PROP. 8" �, ` --- I ------------- FENCE CD I r \ VItATER UNE +--------- --- - --------; --- ---------- ------ I 1 \ \ i = 1 1 ------ - 1� e wL •----�\ ..e.-. e-Vn_ ---- �` s-wL'�' � J 8-wL------� ` \\-I----------------Ir--- I PROP. SAN. \` \ 1----------------- -------_----�------ ---_ - - 1------- I I 1 ' + 1---- 1---------------------- \ I I SEWER \. MANHOLE \, (BY OTHERS) '$TONE BENCHES. \ \I 1 I 1¢6� �`-------------- -\ \ (TYR) � 1 1 \ EX. `TREES \\\ 3 15' PUBLIC ` TO REMAIN PROP. 4' OD I , TILITY EASEMtNl \`. �'•` `� (TYP) L WIDE Q SIDEWALK IRON WROUTH / kn \\ s 1 IRON FENCE -- ---=4-------------- ---- \ 1 WROUTH `------------------- C----------- -- �t-------- T ' \ -FENE--- ---�-----------�---;;;-----------------=�\-------------\---------, - - --=r PROP. BUST - --c- - ---�---- PEDESTRIAN \ \ ' STOP I- - -T PEDESTRIAN GATE' GATE ` .� o� .�.�.� os am ��' .... �.....�... \ \ \.....r�....n� \ A144 STORM DRAIN X ® SANITARY 4" SANITARY IRON/CEDAR FUTURE TRAIL SEWER UNE ' 8" SYSTEM 1 i 4 &<0 � i ,1 ` • ' , / SERVICE (TYP) FII NCE (TYP) CLEANOUT 1 '' �'' i 1 • i 1 1t I' IF r' --- _ \.- ••\\ r/-_. •'SIDEWALK /i ®®i ,%' ,' //' r! i /i / STONE TYP )!// tun BENCHES ; / 'S�� /i ;h Ile CLEANOUT \ I/ 8 8" _CiA1T 15 (TYP)// „ _ `" WITH 2" ------ - /U BLOWOFF X01- \. s CII / ; ; t_ ;' C -- / P\ RAP \' a / / / UTILITY'--------- 2E #iqqE�� IED�rF�J EASEMENT ' / 1 ' I Y \ C0I�! Ii�CE E x \ rr% \/ / G \ 1 , \ -$. t \�--T DEC % 1/ 2QT CLEANOUT\ '------------------./ '� / \ r `J t:ST AT EVELO^ - ----- __ - - 1 `-;�1.n3.. r '• u�` b . � X.r < fiq � �; yy � s, E•' -its, t ; � �� .� } �? ��? « �� v�,� � , ,y ._ ''� -SS � �,�,c"''\'.:- �; . � \ \ \ - � � _ _ _ ! /- j� 20' P.U:E M 4. =tet �zf. "�. _ .\ \ \\ `\ i f * 20' PUBLIC/' J' l �\ �� fk.�-'� \ \ a,y �. \ `� \\ \ le / ACCESS AND %` I \ _ ,, - \ . 4 \`'/ i DRAINAE` 4 s4 ®m®o V EX. TREES TO \ 20 SANITARY EX. *\ ES IAN ESE1JTREMAIN (TYP) SEWER EASEMENT TREES TO TTO\BE ABANDON REMAIN\ \b ®1* ----- \------------------------ 1` \ 100 YR ---�15 FRONT FLOODPLAIN SETBACK \\ \\ \ - - PEDESTRIAN GATE `\ _ ------ `-_ IRON WROU_Tli -; I I�� `, \ \ ,` .�... I - N���� \ IRON•. \ .� /-�----CITY OF ..'--..�.., .,� INCE OX. \WROUTti '\ \ COLLEGE iiW6.. �� �w f�F�NCE ` / STATION ... 8 -WL \mom _ •...n,r w<N ; 3 `�L,'x ` _ 5 163 ACRE IAN0jA0558-WPC CondoslPhase 11055"Miteplan.dwI 11/30/200710:08:29 AM,1:30 EX. 4' WIDE \* PROPOSED BUS STOP TO SIDEWALK BE\SUBJECT TO PIP REVIEW r ` ` - PROP. 8" \ P\ROCESS WATER LINE DRIVE 80'R.O.W.' (EXISTING) -H 0' EX. SAID -SEWER LINE TO BE ANDONED TRACT `x ROW ---1636/315 PR S OP.ERERSWff� \ ^ CURRENT g 24"1 CASING \ \ \ .. �� ��Q \ \ ` ` `\/ ' - . - - WPCIG (BY OTHERS)_ (SEE SHEET 01-0\VEBALL LAYOUT " 1 r .,e \ \ FOR CONTINUATION PROP. 15"'' `\ `' ~'-:'f �, - / %� ROW. to �b art. ` SANITARY SEWER. (BY OTHERS) 01 0 o� A�0. oG�y N,T.S. SITE DED/CATIONAR,'' FA a j11 , 0 c "9S �Ci NPA G �r1G - \ °Type 3 & 4 Bdrm: 162 bdrm \ ® standards. Any retesting due to substandard work shall be at the unified appearance. required parking: 162 p.s. expense of the Contractor. Structural areas shall include all sidewalks 15. Fire Suppression Lines shall have a Lockable Lid on the isolation Type 2 Bdrm: 12 bdrm VICINITY MAP ;V °o \ and shall extend 5' beyond the curb lines of all streets, alleys and valve. The Lockable Lid shall, at a minimum supply required parking: 1$ 12.s.\ r\ \ ®' Y PPY Protection as the Required Parking Phase 1: 180 nom, Not to Scale parking areas. AMPro USA LL562-WA Locking Lid. Alternate Lockable Lid shall be Parking Provided Phase 1: 184 0 1 ° approved by College Station Utilities Director or his/her Designee. 9 : ®` g � '"�=1,�- .•�='.,... - ;{ -, \�� ` Wim° 1 I I �_- ��� is �i%/i%l�' I' /--- __ .: \\\ -I :::jjji%/�,J ; `' !r � I l 1 r' l Ir llljlllr�l'II'I'� _--- \\\ j s'� `'`\ � I -; ZZ wZ__�,__ -��: �=__- ,.,�� I //...i//.d/�• , 1 I / r ! 1 / , I,II ,1(,1,(11 T\ t`\ -•s�`��"-,G � a. i � \ ® I , _ \ /// / ! III II ! -�. ___ ___ - - - �s I - - - `. l / l I - - - I === _ _ _ r;,, ' 1 1 1 r I I IIII \ i -/ ---- _ '• 1 1 I I , r r r 1 I - �'�- . � .... • ,.� a � -�.. CC; LIQ 'r ,,_. .-.� •'- ' 1 °® --i--- \ '•�.-. \ 1{L1i// l l ��11l�'•/�s --a-= - ___ _� //// � " "\ 6 PRIVATE I 11111 f DEC ! oD l \ yl I SANITARY SFWER I 1 ° % ` \ I + 11 1111/ 1 , I , C+ r� / / F \ . 4 °I® 1 \ \ + ! 11 / t I , 1 / UNE / I E o® `\ ' 11/ h/1/ r, I r*".0 / r I , r 1 , / / r / / ' /b�il! r \ 1�0 YRI ®® /• 1 \ \ I Irr,lrrl,lll I , I /!Jill \ f \ \ Fi0 DPLAIN +, t I / /IIAI!lill r//, , COLLEGE STATrO 1 1 , l l nfilli ( \ 'p,1 ■ \ `\\ i /♦ I i �I/,r ,! I ,, JI ' l l 1. 1�I1/I 1 %I•1 /Illlr'1r'r1!lil\\6 �? I . ,;;;, t ,,1.�.� l ��,�e��ER��G , , , / , r',IrI\ �`•�� \� CLEANOUT 5 3 R '•�'� V I �• 1 I / / • IIIA / ,l l ! ,1 C3 +� s'�- � c 1 I B P >: N \ / %� / %�// l!l I I 11 • t l I ! \ \ '`•-,-_./ \ \ - ,� g'�` � .. \ (TYP) � /• I l I I / I l l 11 11 / \Nwo I , l ••'l / I ,,1111II ,� FL00 WAY ' NOT RQi�iR ELECT. \� • o _ 1 n l , \ . • \ \ r ! / '\ I ul 1 / , BOX \ \\ ® \ `\ / 1 / ' I - `•\ 1 / 11,!11 i I l ���r / ; ,1/1r,11/,1� - " t r \ / ' /tkcl FENC n E r 1 1 r , - FUTURE - / r I vt I\ �•-'�, .. a - � / / r a \ I J i. '\ \ \ 1- / 4u l 1, r 1 1 + 1 ,. ,:. _ _ ` ! HIGH,(TYP) ! J J / I + 1 , 1 n 1 1 / 1 inch = 30 feet r '' l til ri \ WPC TRAIL H Gt�� ®_ , J, ! ! ' - J / \ ,r1 llrl 1 / 4'1-1 11 \ \ \ l 1 / I I / I TYP I ',\ 7,i e j \ \%.76 \ \ �. .kms +�� 1 \v . ' \� -'®`o®oJ J J I I !!l!//,rr/I! ! f r / 11 / I, ,, r, :#t �i. /i `/ : /; !.'/r!•'if I( \ `\ 1 {�` l _ x,1 -------:WOLF PEN CREEK ' �� -'= =' /;;;E %.;I t; \ l t I r /; /: 1 /., DEDICATION AREA ;; ,,,,,�, ! \ \ " \TRENCH FLUME z f I 111 ;,!/ / \ \ !N1 / 11 / l 1 / + ` + ,;,;♦♦//, c /// '♦/( \ ^� t / I \ 4 SANITARY \ � ` lr tri ///,'%. \ \ruin,, , r / , 1 1 1 1 /�.�'�;' r j` \ ` � 1 `\ W/GRATE • $ PROP. 4 WID� r I / i / J / ul l \ \ �(,. E \ ?, \ ( ' r \ r s .:��. j /! r !/%''\ ,`\ rll iJ \ 1\ ' % l ' \ ' 5.359 ACRES \\ 6 HIGH 12x7 6" PRIVATE SERVICE (TYP) \ �' I r 11 !/J \ InlrrN 1u! / r 4 \ ' 1 + 4 1 J -_-- / \ SANITARY SEWER` \\ 20' PUBLIC '�� \' . SIDEWALK. TO r t 11/!/I'<, ,lull IIr u/ \ 4 1 1 1 1 \ CURRENT ./. / ,♦/ // ;>,:��,,� 1' \ IRON/CEDAR CONCRETE \ -.p R r�l� ,/!, \ unll p Il, \ \ \ 1 \ 1 = ,.///..��� / Ttj E TRAIL r / ! u l \ \ 1 �, //r'; �/�• •,' r ` FENCE TYP ` PATIO TYP. UNE .\ UTILITY EASEMENT � ` ' \ 'I SYSTEM I 1 r ,Ill l` nnnl Illq` . \' \ \ .,,.'. 4 ZONING: .;:�;; % ! % //4001'/ \ (TYP) ( ) \`IIIIL$IIIILt= WPC '�/��� ;ii i i y!iijiG,.' % @ /.r IQ , \ •., \ \ �' � \ I, l/ 1 r ! / l � l �` / 11 'TI I I I I _ - �'` � � \ . \ � ,, •, \ \ \ . \ \ \ /- i ii'iiii %/ ' : i/ii/� iii ii �, i � ` / I / \ \ '� \ 1 / // / j /! / IIS-.-\`:� \ \ •. \ ` i / //'i.i//i i.. /,r�.. ..�' ,.� / I / V 10, PEDESTRIAN 3 L� _/ \•, \ \\ u _ �t ,,;- \ - �/li I/// �.'�.�j:/3' VI /-" ' GATE CV.I ;RAINING ,.,,..,;/�.%% , \ / tik •. .` '1 .. . � J!/ �! --/� \\,.: � `��` � � `�/�/'_/i �'i: �i"iii / l N / \ ' `\ r .: -- �'t,. _ . �` ., WALL !I/,6/ '� \�C��� \ \����\�`.� ./ i -.-.i/i: /i/. .! %^ J / \ I �( (D L s.'� '. # ,' III\. I `i', \`����\���\�� _�_\�•._``��- /�/-!/--!,, ' I / \ \ 11 L! ll E Il- U t1 Liz1 ' H.C. a �A� I _y I , - ,- 1 /' RAMP$ *\� xt�` 3 I /II/! //�% g®® \ \ , , G' :.•.\ I S+ I / ,/��rB ®®\` \\ !, SID��o� 1 1 / / WOODSTOCK, \ I \ -•\ °®° \ \ \\ LOT 1 " \\ \'�\ i SECTION I PLAT 436/48 ROSE -ARBORS, L.P. \ `\I 11 SEW STORM /! �` \ `-6 PRIVATE \ o \ \ Em ® \ 100 YR 1 \ 8.21 ACRE TRACT // ' 11 \\ BLOCK 1 \ 1 r v � \ SANITARY, `� o \ - \ ® • ®®®®®e FLOODPLAIN / 1 / I 3780/244 / \ 1 r -� .� � � ;/,/� ,' / �/' ® • oom o° / / I / CURRENT (NOT PLATED) /' \ + 4 1 q u 7 0 SEWER UNE `\ ^ °o -' \ . . + \ + ! / ZONING: 1 ' 7.410 ACRES l 1� \ 3 \, �� •\\ f - =� ,�°®® I / \ \ IF ; . .=�. I WPC CURRENT `' � / 100 YR ,r ZONING: `\ `\ CURRENT WPC \ \ ZONING: 11 \ '- / CG ss3�R 4 \ ® _ _ _ o FLOODPLAIN \ 6 HIGH \ / 0 \ \ ` WPC 1 + \ m 1 r' IRON CEDAR / /®o+®w®�,®.®® -- \FENCE (TYP) / \ ""..-•- m-- ----^- oob �® \ \ / / ,•- \ \ , ! '` ` DRAI ®� ®15 PRIVATE DRAINAGE I NAGE --------------- STORN ------- EASEMENT - / , �'. 15' PUBLIC UTILIlY11EASEMENT i \\-------- \ \ \ H. \- _ PROP. / 1 ` / *` `\ `\ RAMP, \ + / / ® ----1----------------------�i F-----------------� -- �� \ �� \ 4 G- \. i \ / ® 6" PRIVATE - 6' HIGH SIDEWAUC TO 11 i i e Jam` EX. FIRE T HYDRANT EX. 8" WATER LINE - r \ - i .\\ ` l 4 1{. I_- .. :_ � - I _ ` I \\ ?:�".i•��sr } \ rs i '.s',f''�,' L5 p- / 1 IW I I z c J W 1 PbOP\ I ems.\Y ,nh3 I I I 1 1 1 I I 7� . 8r, t 11 J if) 1 I WATER LINE 1 I � M,a,s��4 ' I 15 IPUBLIC 1 I I 1 I I \ ` F 1 1 pIlUTY iEASEMENT 1 1 i I I \ ++ 00 L ----J i'1 1+ 1 + \ 1 ✓1 I PROP. 15" SAN. 1 11 4 i D D 14 i SEWER IFUTURD E MUSE 00 I 1 ' LINE (BY OTHERS) i 00 I I 16 FT HIGH S + 15",PUBLIC UTILITY EASEMENT i r� TEMP. \\ \ µ 1 1 1 4 N \ I 1 cp I CEDAR �' r PROP. 8" �, ` --- I ------------- FENCE CD I r \ VItATER UNE +--------- --- - --------; --- ---------- ------ I 1 \ \ i = 1 1 ------ - 1� e wL •----�\ ..e.-. e-Vn_ ---- �` s-wL'�' � J 8-wL------� ` \\-I----------------Ir--- I PROP. SAN. \` \ 1----------------- -------_----�------ ---_ - - 1------- I I 1 ' + 1---- 1---------------------- \ I I SEWER \. MANHOLE \, (BY OTHERS) '$TONE BENCHES. \ \I 1 I 1¢6� �`-------------- -\ \ (TYR) � 1 1 \ EX. `TREES \\\ 3 15' PUBLIC ` TO REMAIN PROP. 4' OD I , TILITY EASEMtNl \`. �'•` `� (TYP) L WIDE Q SIDEWALK IRON WROUTH / kn \\ s 1 IRON FENCE -- ---=4-------------- ---- \ 1 WROUTH `------------------- C----------- -- �t-------- T ' \ -FENE--- ---�-----------�---;;;-----------------=�\-------------\---------, - - --=r PROP. BUST - --c- - ---�---- PEDESTRIAN \ \ ' STOP I- - -T PEDESTRIAN GATE' GATE ` .� o� .�.�.� os am ��' .... �.....�... \ \ \.....r�....n� \ A144 STORM DRAIN X ® SANITARY 4" SANITARY IRON/CEDAR FUTURE TRAIL SEWER UNE ' 8" SYSTEM 1 i 4 &<0 � i ,1 ` • ' , / SERVICE (TYP) FII NCE (TYP) CLEANOUT 1 '' �'' i 1 • i 1 1t I' IF r' --- _ \.- ••\\ r/-_. •'SIDEWALK /i ®®i ,%' ,' //' r! i /i / STONE TYP )!// tun BENCHES ; / 'S�� /i ;h Ile CLEANOUT \ I/ 8 8" _CiA1T 15 (TYP)// „ _ `" WITH 2" ------ - /U BLOWOFF X01- \. s CII / ; ; t_ ;' C -- / P\ RAP \' a / / / UTILITY'--------- 2E #iqqE�� IED�rF�J EASEMENT ' / 1 ' I Y \ C0I�! Ii�CE E x \ rr% \/ / G \ 1 , \ -$. t \�--T DEC % 1/ 2QT CLEANOUT\ '------------------./ '� / \ r `J t:ST AT EVELO^ - ----- __ - - 1 `-;�1.n3.. r '• u�` b . � X.r < fiq � �; yy � s, E•' -its, t ; � �� .� } �? ��? « �� v�,� � , ,y ._ ''� -SS � �,�,c"''\'.:- �; . � \ \ \ - � � _ _ _ ! /- j� 20' P.U:E M 4. =tet �zf. "�. _ .\ \ \\ `\ i f * 20' PUBLIC/' J' l �\ �� fk.�-'� \ \ a,y �. \ `� \\ \ le / ACCESS AND %` I \ _ ,, - \ . 4 \`'/ i DRAINAE` 4 s4 ®m®o V EX. TREES TO \ 20 SANITARY EX. *\ ES IAN ESE1JTREMAIN (TYP) SEWER EASEMENT TREES TO TTO\BE ABANDON REMAIN\ \b ®1* ----- \------------------------ 1` \ 100 YR ---�15 FRONT FLOODPLAIN SETBACK \\ \\ \ - - PEDESTRIAN GATE `\ _ ------ `-_ IRON WROU_Tli -; I I�� `, \ \ ,` .�... I - N���� \ IRON•. \ .� /-�----CITY OF ..'--..�.., .,� INCE OX. \WROUTti '\ \ COLLEGE iiW6.. �� �w f�F�NCE ` / STATION ... 8 -WL \mom _ •...n,r w<N ; 3 `�L,'x ` _ 5 163 ACRE IAN0jA0558-WPC CondoslPhase 11055"Miteplan.dwI 11/30/200710:08:29 AM,1:30 EX. 4' WIDE \* PROPOSED BUS STOP TO SIDEWALK BE\SUBJECT TO PIP REVIEW r ` ` - PROP. 8" \ P\ROCESS WATER LINE DRIVE 80'R.O.W.' (EXISTING) -H 0' EX. SAID -SEWER LINE TO BE ANDONED TRACT `x ROW ---1636/315 PR S OP.ERERSWff� \ ^ CURRENT g 24"1 CASING \ \ \ .. �� ��Q \ \ ` ` `\/ ' - . - - WPCIG (BY OTHERS)_ (SEE SHEET 01-0\VEBALL LAYOUT " 1 r .,e \ \ FOR CONTINUATION PROP. 15"'' `\ `' ~'-:'f �, - / %� ROW. to �b art. ` SANITARY SEWER. (BY OTHERS)