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Home My WebLink AboutDrawings,A 20' CITY OF COLLEGE STATION P.U.E. 20' P.U.E. Rml� N 4114'58" E 26 R-370.06' D -46'W32' L=302.9f T -160.5Y LC=294.5X CB=N 64'42*14' E W 824.40 S 41*14'58 W 957.05' S 4471*OW W 1004A N 41*14!58" E , R=430.OV D-16*16*39" L=122.16' T=61.50' LC=121.76' CB -N 80V1*1W E ;00 \% K Aw ti t 450.13' ROW/PROPERTY LINE DEVELOPER: PUBLIC UTILITY EASEMENT (P.U.E.) N BUILDING SETBACK ROADWAY CENTER WKI)WAY LANES 26' W 2488.37' TOTAL CURB SURVEYOR: SIDEWALK (S/W) SS PROP. SS SEWER C; EXIST. SS SEWER W PROP. SS MANHOLE ENGINEER: EXIST. SS MANHOLE w PROP. WATER LINE EXIST. WATER LINE PROP. FIRE HYDRANT (FH) PROP. BLOW -OFF VALVE dl PROP. STORM WATER PIPE GAS GAS EXIST. GAS LINE DIRECTION OF STORMWATER FLOW cn= STM. SEWER CURB INLET (CI) F-1 STM. SEWER JUNCTION BOX (JB) [L� STM. SEWER HEAD WALL (HW) ,A 20' CITY OF COLLEGE STATION P.U.E. 20' P.U.E. Rml� N 4114'58" E 26 R-370.06' D -46'W32' L=302.9f T -160.5Y LC=294.5X CB=N 64'42*14' E W 824.40 S 41*14'58 W 957.05' S 4471*OW W 1004A N 41*14!58" E , R=430.OV D-16*16*39" L=122.16' T=61.50' LC=121.76' CB -N 80V1*1W E ;00 \% K Aw ti t 450.13' MM&R Development, LLP DEVELOPER: c/o Lagrone Construction Co. N 4603 Caddie Ct. College Station, Texas 77845 (979) 690-0182 26' W 2488.37' TOTAL SURVEYOR: it 1722 Broadmoor, Suite 105 C; Bryan, Texas 77802 W (979) 776-9836 ENGINEER: CSC Engineering —&-E--nvi—ron-m-en—tal— Uj > 3407 Tabor Road Bryan, Texas 77808 (979) 778-2810 dl Z cn', S 4113!53" W 51&67' S 41*13'53r W 883.63! PARENT TRAC 200 0 200 FEET N OFF VICINITY MAP NOT TO SCALE 1 coi- 11 r0a.— LJ1 t7 t-KUt-.61 L L 30.96' y 10.697.97 sq.ft. 52.98! 52.98 xv."cam \,.8.005.97 sq ft % R 125.0, L__L-7.08L_J 10 LOT 15 10.794.69 sq.ft. 4V Ul LOT 16 34 SS I`Rbiy--OFE� RAI G -E R HUME Q�I I =1 -7_777, 61 L= 'LA -1 1 TA A F-4 14 56.W 56.W TP 56.84' f 1.5 49 -SW 8S SS SS LLI IZR=2 OP. ol R-58.5U 22.40LOT 22 > U I M AN "Em M I LIJ 6.152.03 AA LOT I w < zz r L 414 20' P.U.E. 26.26 3.78 sq.ft. ro cr 3� < I I VV 237.39 L=13 42 W sq.ft. I! b) ! MOM '1- \• z i 1 S6 -s , 1 ;6 / N, 50 0, C6 235. M 0 01 e li� E SATE < C.:) 6.93 AeRES 01 f LL )T 23 t) co V POOP: I VArT- 0 i /41- �Zf z to V A M 'q 17 Mn3'rj < t P r Lo Z).UUU.17 sq.ft. 1-.7-Z5.00 101, 0 _;0 GO TXD OT 5' P z A' IVIM&R DEVELOPMENT, ,LLP P PROP. NORMAL 1 29: 110 TYPE III PRO LOT 13 g 60 0 z Lagrone, Albert, Mandola, POND WATER 11.30 sq.ft. BARRICADE 1w 11 'OF. FI) Ln 1w] 1\0 \K ED and Dean �ficlvlann) LEV%MMON AREA KESH — Lill, 43. k \1 0 0 /0- A OF -GALLED' 22.796 ACRES PROP. LAKE AND STORM zo oc" 10> R 5 N't P A LOT24 TION BASIN 7138/206 WATER RETEN V P- CD 5A �0>,t LWO) -7-MOITr 0198 sq.ft E L -I I - 0 . - 'A 1 .6 (TO BE PRIVATELY LU AZ A 1�1� WL TELY 'SIN R 58. 0 le — + 0" MAINTAINEQ_ R_ L:T�l 2 S 00 - CA N4 '10101, o", w < 7,098.01 sq.ft. 1V0 ID4 -A77=-- T li GY CL 12" S LOT 1 �p 'PROP. CREEFSID CIRCLE N, 00, -7nFi-48 sq.ft.1 60 FEET P & PROP. LAKESHORE CIRCL9\ 60 15' P.U.E w I - D M15' 06 w� 2; F fl CURB INLET N to 10' PAW51= M M —I M M P,� ro 5' R.O.W. BASIN ir ASIN I DEDICATION A0 f58 rNI ITI rT DIM" W/ 4' S/W -,PRC K VEY I FXIST. 15' P.U.E.- EXIST. 15' P.U.E. SPRINGBROOK — CYPRESS MEADOW PHASE 11, BLOCK TEN FA -XIST 'URB INLET OWNER/ MM&R Development, LLP DEVELOPER: c/o Lagrone Construction Co. 4603 Caddie Ct. College Station, Texas 77845 (979) 690-0182 26' W 2488.37' TOTAL SURVEYOR: Strong Surveying 1722 Broadmoor, Suite 105 Bryan, Texas 77802 (979) 776-9836 ENGINEER: CSC Engineering —&-E--nvi—ron-m-en—tal— Consultants, Inc. 3407 Tabor Road Bryan, Texas 77808 (979) 778-2810 PRELIMINARY P o NOTFORA 9YZ LAKESIDE VILLAGE SUBDIVISION 10ru 4 BLOCKS m 56 LOTS IN TWO PHASES 13m79 ACRES = COLLEGE STATION, TEXAS PHASE I m BLOCKS 1 &2 = 27 LOTS = 6.93 ACRE PHASE 2 = BLOCKS 3&4 n 29 LOTS = 6.00 ARCE PHASE 2 = EAGLE AVENUE = RmOmWm = 0.86 ACRE ROBERT STEVENSON LEAGUE, Aw54 JUNE 19v 2006 - - ROW/PROPERTY LINE _._... _._.._ __._.._. _.._._ PUBLIC UTILITY EASEMENT (P.U.E.) — — BUILDING SETBACK — ROADWAY CENTER LINE — — ROADWAY LANES 5 L� CURB ° SIDEWALK (S/W) i ss PROP. SS SEWER ass EXIST. SS SEWER T=160.53' PROP. SS MANHOLE 0 EXIST. SS MANHOLE W PROP. WATER LINE CB=N 6442'14' E wv EXIST. WATER LINE -{�- PROP. FIRE HYDRANT (FH) PROP. BLOW -OFF VALVE t LA PROP. STORM WATER PIPE GAS GAS EXIST. GAS LINE -- DIRECTION OF STORMWATER FLOW STM. SEWER CURB INLET (CI) / STM. SEWER JUNCTION BOX (JB) STM. SEWER HEAD WALL (HW) € # f f f 3 I f i � S 41'14'58' W 957.05' €€ S 4421'0(' W 1004.00') N 41'14'58' E 473.79' N 44'02'44' E 480.13' N44'02'44' E 872.37' R= ' ; D=1 166'1 166 '39' +i ♦♦ L=122.16' Psi > (M o T=61.50' N W r� ♦ LC=121.75' o ^ C 1(6 ♦ %%PCB=N 80'01'10im ' E 3 M LO) wo X,v, 1K01 &�`♦\q��0`�O W z O 'a,'�. o o � W •n -" 201 CITY OF COLLEGE STATION P.U.E. 20' fP.U.E.— , j E 60 R.O.W. FUTURE EAGLE AVENUE ------- ---i�� N41'14580E 20 P.U.E. Z0X� '' i ♦ rn z • Q ♦ 1 �- � S 41'13'53' W 518.67' � S 41'13'53:W 883.63' jam( ' �� _--------- - -� --___ I ________------ ;� e.�- Z00 0 200 FEET PHI - TON INVESTMENTS, LLP ` � . i 'r �I� DEVELOPMENT 1, L.L.P. CALLED 97.94 ACRES --- �' CALLED 21.00 ACRES - _ N ZONED R-1 - ✓ ZONED A -n 11' 52.98' -------------- 3' - .-------------- i N 41'14'58' E - - - --' _ — 264.17 ;� CQi G ACRE% ' 0 a ��L 5 L� R=370.00' LE t D=465412' i OR M L=302.92' T=160.53' i LC=294.53' `� ;-- € 1Y, Z !-- to CB=N 6442'14' E s s3 ' C �o t LA M r n , € # f f f 3 I f i � S 41'14'58' W 957.05' €€ S 4421'0(' W 1004.00') N 41'14'58' E 473.79' N 44'02'44' E 480.13' N44'02'44' E 872.37' R= ' ; D=1 166'1 166 '39' +i ♦♦ L=122.16' Psi > (M o T=61.50' N W r� ♦ LC=121.75' o ^ C 1(6 ♦ %%PCB=N 80'01'10im ' E 3 M LO) wo X,v, 1K01 &�`♦\q��0`�O W z O 'a,'�. o o � W •n -" 201 CITY OF COLLEGE STATION P.U.E. 20' fP.U.E.— , j E 60 R.O.W. FUTURE EAGLE AVENUE ------- ---i�� N41'14580E 20 P.U.E. Z0X� '' i ♦ rn z • Q ♦ 1 �- � S 41'13'53' W 518.67' � S 41'13'53:W 883.63' jam( ' �� _--------- - -� --___ I ________------ ;� e.�- Z00 0 200 FEET PHI - TON INVESTMENTS, LLP ` � . i 'r �I� DEVELOPMENT 1, L.L.P. CALLED 97.94 ACRES --- �' CALLED 21.00 ACRES - _ N ZONED R-1 - ✓ ZONED A -n 11' 52.98' 52.98' 0. 3' - / "•- ,� ~ � f I i 10,697.97 sq.ft. v 121. 52.98' 52.98' ! , 1 MORS'Lj � R=58.5 ho PROP.. 3 L.- - MN41-44'S8"E U Ci j LOT 14 20' P.U.E-" 5,563.78 sq.ft. W m -13.42 c < d - roc • _ (f50 �.i��r N411353E m�; qo cL Ll Q t o f LOT 13 a Q �' in 5,011.30 sq.ft. ry k f o: Ld 13x$58100,i lip 2 � m a � ! 91.50' � LOT 12 , , < 7,098.01 sq.ft. n 12D1 „ SS o t \ 15' P.U.E f '(PHA' 18 - 'PROP. .15` .CURB INLE * 0'\ L 3 6 z M M - W 11 4 PAW W\ _ 120 % s ' 0 1.8' 57.37 57 PROP,. f L = 23.11' r� STM. SEW. i 4 s \ o�`Q- o t ' o\p9o Q (ovO 'O jo PROP. J PUBLIC I ��) '3' 21 DRAINAG SEMENT 85.27 f . /' 87.84'\ 57.37 / 57.37 PROP. HW ,n i l 0 IT )IST� 15' P.U.E.i � ; ± �,'T"EXjST 15' P.k .0� _j C) .k r EXIST. 15` P.U.E. Z0 t,I i f 0 f _00nD "MI D I I C' I �_ ? '�e-� C, SCGp ♦ SCJ i.i.. CJ T' , / "•- ,� ~ � f I 1 ;� CQi G ACRE% 0 a ��L 5 L� 0 LE t L i } C�3N I `� ;-- € 1Y, Z !-- to Lu !•— Zii I Lt_i N ��-',, j ' fy CV •s��! Sri C 1 t LA r / 1 4 SPRINGBROGK - r YPRESS EADQjW -- PHASE II, BLOCK �' �EN 1 t E t Q"CC� { _ `L f ND OF �}i Q � _. '� PAVEMENT � \ i � , t. CJ 2 !j / € _.i " _G I 4- < 0 -,-0 f ir j{ L 1 SPRINGBROOK - CYPRESS MEADOW PHASE Ii, 81-OCK TEN GENERAL NOTES: 1. Water lines along Eagle Avenue and SS line through Phase 2 to existing trunk line along SW boundary of site will be constructed as part of Phase 1 2. According to the Flood Insurance Rate Maps for Brazos County, Texas and Incorporated Areas, Map Number 48041 CO201 C, Dated February 9, 2000, the property does not lie within the 100 year floodplain. 3. Existing Ground Contour Information was obtained from the City of College Station Topographic Survey taken in 1995 and will be verified by a later "on -ground" or aerial topographic survey. 4. Minimum building setback requirements are as defined by current edition of the City of College Station Unified Development Ordinance. 5. ZONING: R-1 6. LAND USE: Single Family Residential 7. Prop. Village Trail Drive, Circle, and Court are private streets and shall be maintained by the Home Owners Association. 8. All common areas will be maintained by the HOA. 9. Streetscaping will be provided along Exist. Longmire Drive and Prop. Eagle Drive. 10. No driveway access to Longmire Drive or to Eagle Avenue will be permitted. 11. P.A.W. is Pedestrian Access Way. BLOW, OFF y 1 o WL 1 6• I f R f -( I- . ii 77 LOT 7.39 sq.ft W u, r� 'RIVATE °1m'ww \ c- u J` PROP.. Q - c�i i . �' `D � �'� <ESMO DRIVE.' cs { J NATE-R-,._. - . s: ,< GE I. LOT 1 { 3.48 sq.ft. ! + tf } t' rn� _ .11"' 5' R.O.W. f i € DEDICATION :! i 1 NT (� _ I VICINITY MAP NOT TO SCALE 60 0 60 FEET ~ fr---tAISTCI!RB INLET OBER/ MM&R Development, LLP I DEVELOPER: c/o Lagrone Construction Co. =� { 4603 Caddie Ct. 66.26' i a ':i — — '' College Station, Texas 77845 (979) 690-0182 44 2 6' W - 2j35.37' TOTAL SURVEYOR: Strong Surveying 1722 Broadmoor, Suite 105 i Bryan, Texas 77802 (979) 776-9836 ENGINEER: CSC Engineering & Environmental Consultants, Inc. 3407 Tabor Road "- Bryan-, -Texas- -778G8 - z (979) 778-2810 1 rM - OT FOR RECORD LAKESIDE VILLAGE SUBDIVISION 4 BLOCKS = 56 LOTS IN TWO PHASES 13.79 ACRES = COLLEGE STATION, TEXAS P H Jr %, WSW ME. I - BLOCKS 1 &2 - 27 LOTS - 6.93 ACRE% ROBERT STEVENSON LEAGUE, A=54 FINZAK • •