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S _ 4'. _ VOLUME 98 8, PAGE 649 +tie aas N11 I Zao 0° :� TWO-STORY , ... _ _ � J, -f-' \ \ "I i u U•t:;. ." " aa�g7m= ,n k o 1,D o 15.00 CLUB..HOUSE FtiNA'13F> ICE \ "v Q� + _ VOL' Atf O O o o . O c:) 1 SJt :F ` a : _ 538 PA - O o ? O o O - Of sr:: +�:� st ,:..' + - .. L__�E 721 -oD W - W WANDICI�P ' € + ---___ > i < U, ACCESSABfi , _ m , \ .,• : i c)/Ef2 EAD ELECTRIC LINE o 7 \ ,f ,• 00 : ED: C 1 33:.6 �. L� 0'>� ZONED: ZONED. C s.o f 1 It - 2.f.001 J U 01 3 f . 5:00 \ - • 12Q-- - ! i Z I 17: t � \ f MIT. OF i i 17.00 17.00 5' C CRETE EWAL K 7' 4 ! �`\p \ Ot/ERLAY, DISTRICT rri I 629 b 1508 � � � .: ;I> Q T. S T. ,t \ Ti12,08 s �p cTYI� cYI� ,-: v t v o o c a. r.�. ' 1 �+�.: ��tt -o REVIEWED FQR t O Q O o c:) O O O © TWO-STORY O o ;O o NO\ 1© 7• €: t k V L� p^+ Im , CO �) m o - Ui -P W HANDICAP CJl �` TiNO-STORY t COMPLIANCE 24' P.A.EACCESSABLE'' 1{;. �? ��' `J\`► \ H C I ��1 ---------------------------- ------ti--� 5.00 _22 = i r 6' CONCRETE StDEWAiit 12.' I C�l.L�GE STATION I i , $ w ,00 i ------------------------------ ----- i--rr--� - i I I T. CO E SED 6 00 3 t j DEVE ti7��J W It1B 6:75.' \ \ 1 25.00'R I q \ t : I _ - _ _ _ %\ t ZONED: ' A - P V 10' P.U.E ' i i + - - - - - 18 PARKING SPACES ► ' P �U 16 PARKING SPACES \ I + ®1 4.00, (iYP,) ��NED. - 4 ® 162.00 W \'p �� ` 23.00' RAMP 00 [j,� 93 14 PARKING• SPACES c� 4 p0 R `�"^jYP: 4 II GN ' R 18 PARKING SPACESj� 1 (' ) .. I , I 23 126Qa. ap? `. I EXISTING - i ' S0. FT, - .. awRrra : ®A99iVe►�f%_ COAMle -rn CiJA@C 1 TO BE REMOVED I�_ 25.00'R -' '�.�-5: I I i F`; • OVERHEAD ELECTRIC LINE + ,1 ME .19-mmomms mom Mm 2.00. \ a OS \ 118.00 J 17.00 1 \ \ \�+- 1 > t 1 17.00 i7.00 16 90 6.46 1401\ ® 66Q46EF � , i� ►� SH FT: SQ; FFT. ZONING BOUNDARY I w z i o i r-� �-' I� S62FT. STYP.>' F—' t-' ,� +--' - -P -P P (7YP.) <YF.) !Dy o c' Q� (�rYPaU ►--� 0� m 0� 0� O O O o1402 i 0 snj ' I O O O v '�' �► 0o O O O O -P •I - -P' o o , 0" , -► co J 0� Ul o O I n i i LD 00 �l oo _ O 00 -P W fU O 0 - W TWO-STORY w + \\' WOOD I rn i I (jI rl HANDICAP cy 0 315 \[ ,PRIVACY FENCE �344T Ol ._ __. �i 17.00' 17.00' ACEESSABLE tnIDAt3kIAir` coerce o , �&Q• FT. i 0' 17.00' 1 i.tnt EXISTING POWER' POLE - i 344 i >.: _... -.. .... ..,� . - - - _..r.. .. �_ �i� 90.00'. \ + i 0' UTILITY EASEMENT TO BE REMOVED DP DP SQ. FT, I 20' BUI ING LI SETBA ORD. -� t p VOLUME 435 , PAGE 197 �. , 7 `` - -----I--.==-r--- ---- -- - --------------- ----- �-----------------OVERHEAD ELEC�RfC �1 A.: w .0 � i -EXISTING-/a �>10 P.U.E TO' BE REMOVED i 49 IL AVEMENT SQ. FT. ip C c-113..- '- \ t . SQ, tf: i (- ®es�dw®®off ®®.ro®�r�wwaw�ew�w�s� ss�wwws�wi®ess®��s�� ®®rw_m®�_ i t ISI I , I o f f!i I 20' P.0:E o i 12.69' S 68 57 45 W 309.85'_ . , 30' P.A.E. t g i 17.00'- ■1"-wr-r-r rfr r-H*r-r� I I629 646 6 t ' YP 1 , STY�T , \\ tT W 011101 4 .: �.. o Ld 0 ° cn w a. ME .19-mmomms mom Mm 2.00. \ a OS \ 118.00 J 17.00 1 \ \ \�+- 1 > t 1 17.00 i7.00 16 90 6.46 1401\ ® 66Q46EF � , i� ►� SH FT: SQ; FFT. ZONING BOUNDARY I w z i o i r-� �-' I� S62FT. STYP.>' F—' t-' ,� +--' - -P -P P (7YP.) <YF.) !Dy o c' Q� (�rYPaU ►--� 0� m 0� 0� O O O o1402 i 0 snj ' I O O O v '�' �► 0o O O O O -P •I - -P' o o , 0" , -► co J 0� Ul o O I n i i LD 00 �l oo _ O 00 -P W fU O 0 - W TWO-STORY w + \\' WOOD I rn i I (jI rl HANDICAP cy 0 315 \[ ,PRIVACY FENCE �344T Ol ._ __. �i 17.00' 17.00' ACEESSABLE tnIDAt3kIAir` coerce o , �&Q• FT. i 0' 17.00' 1 i.tnt EXISTING POWER' POLE - i 344 i >.: _... -.. .... ..,� . - - - _..r.. .. �_ �i� 90.00'. \ + i 0' UTILITY EASEMENT TO BE REMOVED DP DP SQ. FT, I 20' BUI ING LI SETBA ORD. -� t p VOLUME 435 , PAGE 197 �. , 7 `` - -----I--.==-r--- ---- -- - --------------- ----- �-----------------OVERHEAD ELEC�RfC �1 A.: w .0 � i -EXISTING-/a �>10 P.U.E TO' BE REMOVED i 49 IL AVEMENT SQ. FT. ip C c-113..- '- \ t . SQ, tf: i (- ®es�dw®®off ®®.ro®�r�wwaw�ew�w�s� ss�wwws�wi®ess®��s�� ®®rw_m®�_ i t ISI I , I o f f!i I 20' P.0:E o i 12.69' S 68 57 45 W 309.85'_ . , 30' P.A.E. t g i 17.00'- ■1"-wr-r-r rfr r-H*r-r� I I629 646 6 t ' YP 1 , STY�T , \\ tT W 4 o Ld 0 I cn w a. z Lu . U V . (i3 m uj tY a W M a o c c�_ Li a ¢ o Tj o= 0 0 m � M �;:.. 003*m N N � .- 150 m �Q 4 d I I I ----------------------------------------- ----------------------, i CrJ W oo O O i o. i .'�w"h1.,�-, ; ��'c. aR ----------------- , I cD o 0 0 0 0 \ U.� , 9 1 , O �y O ,-• ' ' 0 ® Ali r . 1*0 1!f7.5' BUILDINGILINE ;.� ``I Q� EIl o fU 5 t��N 2 0 3 W �' 92.59 - W ' i s .� �:7L L- THERE ARE 7. 207 PR PARKING SPACES, WHICH SETBACK (ORD.) ' + OVERLAY DISTRICT i i I t i 7 t 1 .lDDES 2 HANDICAPPED P'ARd<ING SPACES .� A1C ��) w O U JJ U i LIMIT OF , I , t - ' 4:' t I 5 P.A.E. , ' I 10' X 65' P t , o P.u.E t I ' VOLUME 43UE `•7 `� �`�'�" `�" PLUS 5 VAN . ACCES'SINI HANDICAP PARKING 01-1, / ., _ I + t 1 20 : BU t_DING. L NE . 66, PAGE 155 0 ° ' ' < � ZONED: C .� 1 , , t r , ; I VOLUME 538, PAGE 721 SETBACK (ORD)' i Iiyy J it O NOW OR FORMERLY 0 ---- ----- ----- .o e, t 0" s � I _ ----�-=--------------�------- - {- � -, i � �-� 8X8 1MTH RAMP 15X8° � I ZONED: A P STATE FARM MUTUAL AUTO INS. CO. , , I , NOW OR FORMERLY CALLED: 1.32 ACRES ' ' ' I ' = - VOLUME 856, PAGE 499 JAMES D. TROTTER VOLUME 1601, PAGE 328 i �- ' iCOMPLIANCE VOLUME 1107, PAGE 068 I �- t � EASEMENT �----�'__-. --�� _ -t --� _ _3•-e-: t t + I 20 ELECTRIC + VOLUME 697, PAGE 389 34°4553 ; '1 + x 5, -WIDE WAItR LINE EASEMENT COLL E STATION r -r -r -r r�r�-r�r VOLUME 705, PAGE 615 NGINEERI . I ® ZONED: A o P 65' P.A.E. I t ■ OFOVERLAY D SITRIICT ■ i r JX.`.20ut38p1•t7nwe:sRt Palk: tiblock 9-,3RO15P0:D.'.w9.02Rry.4u0? 03:59;24 -W, HP Dl5iPet 5rC a:;. PHASE 1 21 DU PHASE 11 9 DU PHASE Ih = 10 DU PHASE IV = OFFICE/CLUB PHASE V 17 DU PHASE M 25 DU PARKING TOTAL PARKING REQUIRED PROVIDED 53 (52.5) 78 23 (22°5) 59 25 (25) --- _ 43 (42.5) 71 63_'(6Z5)1 --- i 10' PUE VOLUME 705, PAGE 615 I I , I t � ! i I I t� t ELEVATM CIEFITIMATIA 0 REQUMED 0 +1' 0 +Z C3 +,T J. NOT R t ° "1r',.rL-D .1- ��, a :► ' «` ;�� as - � s•- m�: ! � : r . epi C F_ Q Q� LLJ X '. . 1� Ld z MUNICIPAL DEVELOPMENT GROUP MILE NUMBER 000292-3801 i- Ld Ld 0 I I I I ----------------------------------------- ----------------------, i CrJ W oo O O i o. i .'�w"h1.,�-, ; ��'c. aR ----------------- , I cD o 0 0 0 0 \ U.� , 9 1 , O �y O ,-• ' ' 0 ® Ali r . 1*0 1!f7.5' BUILDINGILINE ;.� ``I Q� EIl o fU 5 t��N 2 0 3 W �' 92.59 - W ' i s .� �:7L L- THERE ARE 7. 207 PR PARKING SPACES, WHICH SETBACK (ORD.) ' + OVERLAY DISTRICT i i I t i 7 t 1 .lDDES 2 HANDICAPPED P'ARd<ING SPACES .� A1C ��) w O U JJ U i LIMIT OF , I , t - ' 4:' t I 5 P.A.E. , ' I 10' X 65' P t , o P.u.E t I ' VOLUME 43UE `•7 `� �`�'�" `�" PLUS 5 VAN . ACCES'SINI HANDICAP PARKING 01-1, / ., _ I + t 1 20 : BU t_DING. L NE . 66, PAGE 155 0 ° ' ' < � ZONED: C .� 1 , , t r , ; I VOLUME 538, PAGE 721 SETBACK (ORD)' i Iiyy J it O NOW OR FORMERLY 0 ---- ----- ----- .o e, t 0" s � I _ ----�-=--------------�------- - {- � -, i � �-� 8X8 1MTH RAMP 15X8° � I ZONED: A P STATE FARM MUTUAL AUTO INS. CO. , , I , NOW OR FORMERLY CALLED: 1.32 ACRES ' ' ' I ' = - VOLUME 856, PAGE 499 JAMES D. TROTTER VOLUME 1601, PAGE 328 i �- ' iCOMPLIANCE VOLUME 1107, PAGE 068 I �- t � EASEMENT �----�'__-. --�� _ -t --� _ _3•-e-: t t + I 20 ELECTRIC + VOLUME 697, PAGE 389 34°4553 ; '1 + x 5, -WIDE WAItR LINE EASEMENT COLL E STATION r -r -r -r r�r�-r�r VOLUME 705, PAGE 615 NGINEERI . I ® ZONED: A o P 65' P.A.E. 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OF PLANTS SIZE COMMON NAME POINTS EACH TOTAL POINTS CA (A 16, 3.5" CALIPER TREE LIVE OAK, .300 7,800 Cn 3-40 (jl 1-4 cil 00 26 cil (QUERCUS VIRGINIANA)j z 329 5 GALLON SHRUB WAX LEAF LEGUSTRUM 10 3,290 M -- 0 (LEGUSTRUM TEXANUM) CD 0 C:)Ool TOTAL POINTS PROVIDED 11,090 NOTE: J. IRRIGATION -SYSTEM WILL. BE DESUZIDI AND INSTALLED PRIOR TO, C. 0. ISSUE, B Y PHASE.! I At N x 100A W111 Vr-F%%';i 1 1 rP%r%F\ r 21.50' 646 625 629 SEC11ON I, RESU& SQ. FT. SQ, FT, co I-, isQ FT, TYP,) SO FT, CD 629 6Z VOLUME 700- PAGE 759 rn 'Y' <TYP-) (TYP,)' Ri. M s SQ., F -T R) R) m - \ ui (TyIb, I I co > 11 : .\c3 CD ) (TYp,)' u ;a I <D CA ro:,, C. ro L4 CD CD ro n) L4 CD CD V), KNOX\ CD CD 1109 L I ---) I - I CD po po -.j (n Lw� (A � P�. NOW OR a) CD --J C) -J M CD OD CD CD 2� Box ro L4 Z 1� 0 �CD 0 b 'CD 0 CD m CD b bi (ZD,c) ON CN & La 9 N) b 411 L CD :lj C)l m -P, '.-t . I'll :�5\ w '' CD cr SPRING HEIGHTS 0 CD > CL 0 cn V) 0 1108 LM PARTNERSHIP rrl k > 7 nn' 7 nn' 11 7 Two: STORY VOLUME 3139 PAGE 225 in 0 17' rrl I I ZONED: R — 4 j 5.00' 1 .0 - ----- 5'- CONCRETE--SiDEWALK-<- 5' co L L -2- 2o, 332 00'R (TYP.) LOT PUBLIC. LO SQ. FT.i Of LOT 1 I v.uu 0 SED 1. RET CU co co 0- 0' ELECTRIC �T 0 2 -EASEMEI 1^1 "KAIr MOO 0 A fC' r- —N-0 "LA 0 tf.00 R 10 PARKING SPACES 10 PARKING SPACE 297:, 7 PAR ING Sp 193 262 0 00'R (TYP.) p PROPOSED Q. F 00, ACEsj, 1201 BLO K T 90.0.0, SQ, FT. WITH KNOXiBOX FIRE HYDRANT 10 ACqESS.,G#E @ 90.00, S 063. Q. FT S T,z 210 S03.65 UNIVER ITY PARK 4 OO'R 57.00 EXISTING 5 PARKING SPACES I I TO BE REMOVED 14 PARKING PACES SQ, FT, FT, j % @ 126.00' 0 45.00 S 11, REPLAT CN. L E 38, PAGE 721 -r — T- -T 1202 T- --I— C) 9.601 1 1 1 J! 340 z VOL RKIN SP CE (JME 54,31, 20' p Q, FT. rn p.0 9.06 u P. tAGE. 49 m 3.50' ;� I I -`MAIL .3 .120 UM 53A 'R .37.00, 2 5. MIMI 'R rn i I z -- — - '/V dl luaN firl, - -j — I I UL 7.:�l I t v PHASE 11 PROPOSED LANDSCAPE. SCHEDULE �(PROVID.ED FOR PHASE 1) SYMBOL NO, OF PLANTS SIZE COMMONN I AME POINTS EACH 'POINTS TOTAL CA (A 16, 3.5" CALIPER TREE LIVE OAK 300 3,000 Cn 3-40 (jl 1-4 cil 00 10, cil (QUE CUS VIRGINIANA) z 265 GALLON SHRUB WAX LEAF LEGUSTRUM 10 2,650 M -- 0 (LEGUSTRUP CD 0 C:)Ool JoTAL POINTS PROVIDED 5,650 1^1 "KAIr MOO 0 A fC' r- —N-0 "LA 0 tf.00 R 10 PARKING SPACES 10 PARKING SPACE 297:, 7 PAR ING Sp 193 262 0 00'R (TYP.) p PROPOSED Q. F 00, ACEsj, 1201 BLO K T 90.0.0, SQ, FT. WITH KNOXiBOX FIRE HYDRANT 10 ACqESS.,G#E @ 90.00, S 063. Q. FT S T,z 210 S03.65 UNIVER ITY PARK 4 OO'R 57.00 EXISTING 5 PARKING SPACES I I TO BE REMOVED 14 PARKING PACES SQ, FT, FT, j % @ 126.00' 0 45.00 S 11, REPLAT CN. L E 38, PAGE 721 -r — T- -T 1202 T- --I— C) 9.601 1 1 1 J! 340 z VOL RKIN SP CE (JME 54,31, 20' p Q, FT. rn p.0 9.06 u P. tAGE. 49 m 3.50' ;� I I -`MAIL .3 .120 UM 53A 'R .37.00, 2 5. MIMI 'R rn i I z -- — - '/V dl luaN firl, - -j — I I UL 7.:�l I t v PHASE 11 PROPOSED LANDSCAPE. SCHEDULE �(PROVIOED FOR PHASE 11) sYmE3bL NO. OF PLANTS SIZE, commoN NAME POINTS EACH TOTAL POINTS CA (A 5 15" CALIPER TREE LIVE OAK 300 1,500 Cn 3-40 (jl 1-4 cil 00 cil Ul cil VIRGINIANA) z 35 5 GALLON SHRUIll(LEGUSTRUM. WAX LEAFLEGUSTRU M 10 350 M 0 TEXANUM) CD 0 C:)Ool TOTAL POINTS PROVIDED 1,850 b' CE]INCHLIL 51ULWALK; 9 SHRUBS 0 %3.07'\ NT CALCULATIONS FOR PHASE I LOT 3E cn 1207 0 < 17.00' 17.00 LIMIT OF DEVELOPMENT AREA POINTS REQUIREMENT. �150 0.76 AC. (N,951, SF 1000) X, 30 - 989 POINTS 2.00 ACRES 3: 17.00' 115.00'� 629 646 646 0 OVERLAY DISTRICT 629 S 0 G) r ZONED: C- I u M> SO, FT, SQ" FT, SQ, FT. TOTAL.REQUIRED 989 POINTS <TYP.) (TYP,) -1208 SO, FT, m (TYP,) (TYP.) PHASE Ill PROPOSED LANDSCAPE SCHEDULE .(PROVIDED FOR PHASE 111) SYMBOL z c� rri w POINTS EACH TOTAL POINTS CA (A ---'j 3,5" CALIPER TREE � 300 I . I 1509 Cn 3-40 (jl 1-4 cil 00 cil Ul cil (QU z u 5 GA"ON SHRUB WAX LEAF LEGUSTRUM 10 0 M 0 CD co, CD 0 C:)Ool 00 C:) CD c) CD f 0. 1�,� 1--, :2 M CD O'CD CD 0 c� q c� CD CD CD 0 0 1209 -0- 0 0 0 24' P.A. > Z- 0 5' CO DEWALK4--� HANDICAP I - (Jl� 1 u� I I I '.cj . I G)I\ -X V* flp I I :, � 'Two -STORY 6 SHRUBS fl . , 1, F- w -------------------------- 0 rn w 17 00' 7-013 t: CCESSABLE . 1 17.00' IZ.ob' 422 -u- 11 Z. n r1l M 3: 2: cn 5' CONCRETE. SIDEWALK-< .00, f; vi, -c� to SO, FT ZONED: A P �,o ------------------ ----- ----- ZZI RA SED 6- ro 0 ,w .33 33 F < <q<lm ANT 0 R OVI'D CONCRET: & CU �13 PD .. UNIVERSITY PARK 25.00'R' 6.75' OOD PLAZA Lm. 10, P.U;E 1 11 1 1 1, ..ISChRD 9 1 IROPOSED I 16 PARKING SPACES. 0 144.60' 4.00'R MID.) 8 AKING SPACES j @ 162.00' . 1 % P. ACY, FENCE 't r% VOLUME 4038 PAGE 065. 3.04 ACRES PHASE Ill PROPOSED LANDSCAPE SCHEDULE .(PROVIDED FOR PHASE 111) SYMBOL NO. OF PLANTS SIZE COMMON NAME POINTS EACH TOTAL POINTS 1 3,5" CALIPER TREE LIVE OAK 300 300 (QU z u 5 GA"ON SHRUB WAX LEAF LEGUSTRUM 10 0 (LEGU§TRUM TEXANUM) TOTAL POINTS PROVIDED 300 r Mr- MI TUMti I HANDICAP, 4.00"R UNIVERSITY PARK 11 0 LANDSCAPING POINT Q ALCULAMNS FOR PHASE Ill RA c� 'R AMENDING PLAT 4.00'R 2 18 PARKING SPACES 14 PARKING SPACES > A POINTS REQUIREMEN 3 - _r I Sff V t Sa- FT. 11M.00' (Typ VOLUME 4357.PAGE 197 0.2-7 AC. (11,795 SF 1000) X 30 =,354.POIN -r - T- -T — L-- 3: - C --::l 7 I__::] T - 0 1 Ts z LO TOTAL REQUIRED 354 POIN TO BE REMOVE I co 50, I nT llr EXISTING T7 I PHASE IV PROPOSED LANDSCAPE SCHEDULE (PROVIDED FOR.PHASE. IV)� SYMBOL NO. OF PLANTS SIZE �O M� NA POINTS EACH TOTAL POINTS 2 3.5" CALIPER TREE LIVE OAK 300 600 (QUERC.US VIRGINIANA) z 17 5 GALLON UB SHR WAX, LEAF LEGUSTRUM� 10 170 (LEGUSTRUM TEXANUM) TOTAL POINTS PROVIDED 770 r IDPI t .1 t z T. f - A - / I I - GAS, AND COMPLYWITH LANDSCAPING POINT CALCULADONS FOR PHASE IV 8' o PRIVACY �EONOCE --------- ------------ ----- ------------------ ---- -------- ------------ ------- Al DEVELOPMENT AffA EQUIREMEN ISHR EXISTIN BUILDING LINE ---- P.-U.E OVERHEAD-L-E?�-IVIC -LINE-�- 321 1.40 AC. ISHR S 20 Q1 I 3ED OD -EQAI�-R NC MARK -FT.: ATMOS REQUIREMENTS BE TOBE REMOVED SQ. to I - [-- .00 (6946 SF 1000) X 30 208 POINT PAVEMENT ETBACK (ORD.) < a 1191 T 0 SQ, 'F TOP OF MANHOLE ONCRE CL R TOTAL REQUIRED 208 POINTS FOR GRADING OVER m M 0 -20-7f u ELEV, 3�1. 6.5,0' m woo P 5' CONCR VALK-<.\11 Vol 1 Wr 1538, PAGE 721 P R IV FWE ON2W, < 0 CD 68*57'45 309-.�85 THE LINE. PHASE V PROPOSED LANDSCAPE SCHEDULE V) 17.00' u 17.00' ler.. 30' P.A.E. (PROVfDED FOR PHASE V) Lo 629 646' SQ FTi POINTS TOTAL CL n Z I C4 z:, -SQ.'.FT, 'SYMBOL NO. OF COMMON,NAME f.. Li cil PLANTS _SIZE EACH POINTS 0 u� (TYP.) <TYP.) TILITY EASEMENT �A CA o' u ----- --------------------------------------- ------ w w , w -w -j 00 W, -EV-IEWE,D FOR ------------- ci . I R r - - - - - - - - - - - - - - - 0, - CD C) CD W �:PP CD VOLUME 4357, 'PAGE 197 LIVE OAK LJ < cn u 6 53 5" CALIPER TREE 300 1,500 co a 03 o COMPLIANCE 5 3- (QUERCUS VIRGINIANA) 0 7.5' BUILDING LIN w Z n,- > 21 00'o 5 SETBACK (�RD. . : : — N: w .92.59 ry, w OVERLAY DISTRIC 0 < CL 0111 A 2 06 0 5 GALLON SHRUB JW 1 WAX 1EAF LEPUSTRUM) ol 101 X 65', PUE (LEGUSTRUM -TEXANU 10 0 Ld < to 77 LOT 3A VOLUME 538, PAGE 20' P.U.E, VOLUME 4366, PACE 155 COLLEGE STATIO 0 n z LIMIT OF wl < .20' BUILDING LINE' w 0 0 LOT 3 11.001 721.:' SETBACK (ORD.): N 0 0 - - -------------- ------------- TOTAL POINTS PROVIDED 1,500 1.32 ACM 65' P.A.E.' 7 r 6 F= NOW OR FORMERLY VELOPAENT SMICES , I I I I JAMES D. TROTTER :8, wob LANDSCAPING POINT CALCULATIONS FOR PHASE V 0 ZONED: C — 1 > < u� VOLUME 1601 PAGE.328 PRIVACY FENCE 0.7376 ACRES DEVELOPMENT AR �EMEN cf) < 1.01 AIC. (44,154 SF 1,000) X 30, = T,,325 POIN POINTS TOTAL REQUIRM 1,325 < L NOW.OR,FORMERLY Ic EASEMENT UNIVERSITY, PARK 11 Y -y -�7/nl I IUF RQ17 PArF lRq VAC- & RESUR. @am& m GJ PARTNERS. Lm sea r.l. 20' ELECTR jj 24 T 11-% --v 'm 0, � A 1-r 11 A i A PHASE VI PROPOSED LANDSCAPE SCHEDULE 0 .0� NO. OF] SIZE COMMON NAME. z Z' 3 �35' CALIPER TREE LIVE OAK, - 300 90.0 (QUERCUS, VIRGINIANA) z z z WAX LEAF LEGUSTRUM (LEGUSTRUM TEXANUM) �TOTAL,POINTS PROVIDED 1,010 :2 M :E 0 0 0 0 0 F- w V) V) w t: t: M 3: 2: co to 4z -c� to �,o o ZZI N ,w < <q<lm r IDPI t .1 t z T. f - A - / I I - GAS, AND COMPLYWITH LANDSCAPING POINT CALCULADONS FOR PHASE IV 8' o PRIVACY �EONOCE --------- ------------ ----- ------------------ ---- -------- ------------ ------- Al DEVELOPMENT AffA EQUIREMEN ISHR EXISTIN BUILDING LINE ---- P.-U.E OVERHEAD-L-E?�-IVIC -LINE-�- 321 1.40 AC. ISHR S 20 Q1 I 3ED OD -EQAI�-R NC MARK -FT.: ATMOS REQUIREMENTS BE TOBE REMOVED SQ. to I - [-- .00 (6946 SF 1000) X 30 208 POINT PAVEMENT ETBACK (ORD.) < a 1191 T 0 SQ, 'F TOP OF MANHOLE ONCRE CL R TOTAL REQUIRED 208 POINTS FOR GRADING OVER m M 0 -20-7f u ELEV, 3�1. 6.5,0' m woo P 5' CONCR VALK-<.\11 Vol 1 Wr 1538, PAGE 721 P R IV FWE ON2W, < 0 CD 68*57'45 309-.�85 THE LINE. PHASE V PROPOSED LANDSCAPE SCHEDULE V) 17.00' u 17.00' ler.. 30' P.A.E. (PROVfDED FOR PHASE V) Lo 629 646' SQ FTi POINTS TOTAL CL n Z I C4 z:, -SQ.'.FT, 'SYMBOL NO. OF COMMON,NAME f.. Li cil PLANTS _SIZE EACH POINTS 0 u� (TYP.) <TYP.) TILITY EASEMENT �A CA o' u ----- --------------------------------------- ------ w w , w -w -j 00 W, -EV-IEWE,D FOR ------------- ci . I R r - - - - - - - - - - - - - - - 0, - CD C) CD W �:PP CD VOLUME 4357, 'PAGE 197 LIVE OAK LJ < cn u 6 53 5" CALIPER TREE 300 1,500 co a 03 o COMPLIANCE 5 3- (QUERCUS VIRGINIANA) 0 7.5' BUILDING LIN w Z n,- > 21 00'o 5 SETBACK (�RD. . : : — N: w .92.59 ry, w OVERLAY DISTRIC 0 < CL 0111 A 2 06 0 5 GALLON SHRUB JW 1 WAX 1EAF LEPUSTRUM) ol 101 X 65', PUE (LEGUSTRUM -TEXANU 10 0 Ld < to 77 LOT 3A VOLUME 538, PAGE 20' P.U.E, VOLUME 4366, PACE 155 COLLEGE STATIO 0 n z LIMIT OF wl < .20' BUILDING LINE' w 0 0 LOT 3 11.001 721.:' SETBACK (ORD.): N 0 0 - - -------------- ------------- TOTAL POINTS PROVIDED 1,500 1.32 ACM 65' P.A.E.' 7 r 6 F= NOW OR FORMERLY VELOPAENT SMICES , I I I I JAMES D. TROTTER :8, wob LANDSCAPING POINT CALCULATIONS FOR PHASE V 0 ZONED: C — 1 > < u� VOLUME 1601 PAGE.328 PRIVACY FENCE 0.7376 ACRES DEVELOPMENT AR �EMEN cf) < 1.01 AIC. (44,154 SF 1,000) X 30, = T,,325 POIN POINTS TOTAL REQUIRM 1,325 < L NOW.OR,FORMERLY Ic EASEMENT UNIVERSITY, PARK 11 Y -y -�7/nl I IUF RQ17 PArF lRq VAC- & RESUR. @am& m GJ PARTNERS. Lm sea r.l. 20' ELECTR jj 24 T 11-% --v 'm 0, � A 1-r 11 A i A PHASE VI PROPOSED LANDSCAPE SCHEDULE FOR PHASE VI). 5Y.MBOL NO. OF] SIZE COMMON NAME. POINTS EACH TOTAL POINTS 3 �35' CALIPER TREE LIVE OAK, - 300 90.0 (QUERCUS, VIRGINIANA) 12 5 GALLON SH WAX LEAF LEGUSTRUM (LEGUSTRUM TEXANUM) �TOTAL,POINTS PROVIDED 1,010 EDGE OF PAVEMENT EL = 287.74 AREA CONCRETE Z -• .__.._. ___ _ --- ....oma (T - -___-__ _.._ -- _____ __ � • •"._"._® . �...� • • I2 - f Zf/ • EDGE OF PAVEMENT NT89.7Ot1289.57289.50 289.60' • 289.61+TC289 79 290 60 .� • • • ° ° ° _ T' 289.64 ®s"e i i ®T 90.07 90.60 f { 2 ' • - ® 290.48 I �' 289.89 TC290.38 I �\ TC286.,50 288.50 289.83 W; - - - - - 9. 0 t } 2f39.29 1 289.88 289.54 20' LONG X 3.5' WIDE < , 287 1 D 4" SAN.SWR.SERVICE - - _ - 289.1 1 I 4" THK. CONCRETE FL285.98 • -- ---- ---�----------- ------ ` I TC287.00 , -- W/12' TOEDOWN AROUND PERIMETER AND #3918" d"y®tl•"• P,' ! O I � O.C.B.`tJ. /f -I- �� 89 79 ' T, 6.5 PL kz- 20.0' LONG X 3.5' WIDE 8.5 F1_285.98 6 6 #3018"O.C.B.W. COMPACTED SUBGRADE PARKING LOT FLUME 2.5' BOTTOM WIDTH /-TOP OF CURB DOWEL TO CONCRETE FLUME 25' LONG X 5' WIDE CONCRETE 6.0' 12.0' `- PL TOP OF CURB EL = 287.40 FL287.03 PARKING LOT FLUME 3 MAX SLOPE }�0 4 MAX SLOPE 1F DOWEL TO CONCRETE FLUME 1 FL284.00 * R #3(D18 O.C.B.W. 1 --% - -286.50 I 0/0 o f ( 2r CO 2 r i 9.25 - - - - - -) ` 1 4.'AREA "'ONE 286.00 86 25 I O .1 ol u IW _ - 2 ` 288.88 Y 11 I I .' CONCRETE b Y - - - - - 289.75 col OI' I 10 Aa►®4 \ �uC;r �� t 289.70 288.73 289.67 jI I G r 27.75 1 ---- -- -- Q } 287.?5 + N ' ..?�So RA P Q 4.1 %� 289.to (� I �n I REFERENCE BENCHMARK ARK ✓�� F �"°' +•• + _ , POINT NUMBER 3517 AT END OF BRIDLE TRAILS 1 I O/ti�j� l=5'SIDEWALK O t .O% 87.6 t I 2 .71 ®393%COURT. 2E6 So f - - - �1 I ELEV. 285.41 (1 S.G.S. DATUlvl) _ O { 9 1 i 286.50 - - _ _ - + + 87 75 I I '� I WOO FENCE-//- /-//- 1 I I 286.50 / 287 28 0 ` , 89.64 - - --- t - ...- 1-- -.._ ._. - - - 289.50 288.68 I 1 -: NOTE: WIRED FENCE -x x x ^8 �r' .� 288.83 ,I I O HESTER ENGINEERING COMPANY IS NOT RESPONSIBLE © ` I GAS LINE -GAS GAS- . t PI SIDEWALK S, / FOR THE ACCURACY OF THE TOPOGRAPHIC SURVEY WORK / �y� �! I �d�- - - - -�r(t 9,88 I I SHOWN ON THIS PROJECT, THE CONTRACTOR SHALL BE GTE LINE --GTE GTE - 8 9„ __-----__--__-- + RESPONS B F FOR CONFIRM!NG EXISTING ELEVATIONS 289.1 8 I FIRE H'i'DRAN I AND c,I!,jFIvSIONS PRION -C; CCNISTP ION. I ty i t 1= I �° 6I I I BENCHMARK I -<4 li 289.1 2 �- ,. - � - •: _-.. . , .,: ,,a,�'"�. i,Al VE e 9 88+ i .m+ - 289.40 T WA t SE SERVICE _-- i _- L-..� i 1 c SUC.vE rlh s• . - TC289.30 f S`; _ SER. ,..E ss i i ✓• I O TEXAS 979,846,6212 I i .�•. ., r t u 1 I i•r•• t +� Y -_ _ i 287.500 -"-Ir 288. 289:OL? i y f- 2 FL288.90 , ' �2 .I O 288.20+ - _ 1 I _ = 1- % - , - - - 2,. W TER SERVICE ' N r I I a 1 j I -� - - 289.1C GAS SERVI 'E i +t- �jI /- '•r1` �! 288.20 / 89.00 +28 .00 ` �� ( -A (_ '_ F•F-290.60 { >> , {-- Lr)i 1 - - - ! `` 2 r 289.50 ` SCALE: 1 =20 i r- 2ba.7; 1 i 1 c - 288.00 I . - - N 1 f. 1 �. �� I ' 5% MAX. SLOPE 1 tr �l TC288.�g Gas \ I 1 E VERIZON & CO I i �0 ® - - - - - - --6_SAN.SWR.SERVICE - -/x _ •�. -1 -cam+ �9 ( - - - - - • I / �I 0 z I i �� J • r I P w) I t i e +287.5 +j 2E}'7.7� j) FF289.50 TC288.35 ` ` { ' �1 •� -0 LD - �' Li 0 - I LJ I , (. 1) { 1 0' RUE ' I 1 1 , �SO / I - �- - Ii N 289.50 289.50 1 0 1 1 t r 289.00 61 +289.38 289.38'- i o 1 1• I 1 M 289.1 9 CURB TAPE f / , I------ -- - � 1 09 % ® ` Sp TO FIN. FLR. - - plI o i 289.38 ® 289TJb---- - - 111 / " .R.- ®. ®�- � � � • ICI l S ` 2,5 8,7 i 288.90 288 92 SLOPE! i 9 1 to CI I 288N 1 I 11 288 `4... t"Y ' 288.30 N - - - - I ®� ,�6. ®CO 290.00 ' { i 1 1 I \\\ TC288 r,1 5' SIDEWALK 289.06 ,,,..+• "' I + 289.20 ' �. ..� c 9 12,8�.1i f ----+- -- a-, e ®`, _ -� - - - �-- -i 290.48 ® ® col utl ' 1 1 ® lu" ZZ8. 1 t Q , -- \�290_38 %°287.33`7 'o•{.° I I288.55 I I I 2 8.25FL2a4 Go t � I- -- -I \' NI NI �`�2870� / �t �! ` G�` I I+•.,`�'®®.�e. 1 1 N =100 FL187.03� • // 1 •// { I I e®®•�®� �I,I I I I i t 1 �------1r -ti- 00� 0 1j®®+e I X }- 'OF I I ( 0'0 11� I I ( aE8.11-Y 289.05 i} •� 1 ®•� ^,�. •o i I 287.63 I I v ®� { _ { I I { ( 289.88- 1.0 pRP'" - --- - i GB 287.3, � _®",�°®�--F-�--1--��®�,`. ---/ � �1Rp.0E � ® ® • { ----- - 1 287!\ ` r ... ® 283.01 ` ® .� �, TC289.55 290.00 -.. p .1 5 1�� 7.66 .. ® O,f' 1 I 287.53 288 ®..► G?87.75 j 2°'` A� / a+" / - ,•.. .,� aw' •,,, s ® �28, .8.e5 / 290.50 28805 28'53 288.91 / I v ®�A®,• .®® :: ®®�,.a• TC289.400,L GROUND I / j% _- © ®o-®--�...•.°"d" ® d 00 �„ ® .�' XTC290.94 25.0' F -F .I ---- ®.� A✓ r ._t - 4_ •_ 2g90;, ..v l289.50,e.,,®®® / 50 s°• XTC291.75 291.50 I G - - _ ------- PROP. SANIT Rr ',tR SERVICE LINE.MINIMUM S_ PE OF PER FT. AREA ONE = 0.93 AC -- -- -_ -- - - -, _<:-. _ =-_= _----- ----- .. ------ - ---- - -. -___ - d - _ ---•_-t - __.....__• e _-_s__o 4''rdiDE CONC. FLUME - -- ---- -- - - - - - -- -' - - ; o _. •_._s- - o_.- e_.. 0.34% (BOTTOM WIDTH) ROP. 45 BEND --- - _ - DOUBLE STRAP BRC SADDLE OR TAPPED W/CORPOR.ATION CC ,, - -,- ..LUE 2" BRASS BALL VALVE W/BRASS PLUG / 2" SERVICE WATER MAIN WATER LINE SERVICEWATER I DEPTH VARIES O'J- . ------ - V10=3'6 r f/SEC - - -- -- jam- - -------- _. DEPTH VARIES = >` PLUG d10 -Q 5' I -- -- - - Q T- „- R E V I S I O fd S . i; COMPLIANCE OCT t' 2000 COLLEGE STATION DEVELOPMENT SERVICES DM U I Lt UA VE DRI VE 1 45• I UND 'TURBED GROUND; IF .FILL IS REQUIRED A r; t CON RETE EMBEDMENT WILL BE NECESSAPY. I f PROPOSED OP 'N,"7 _ - - HAY` - BALES, � ��.0 - - BL USED IN ARLA� JF ��CNL;F_h.II;AI-ED {:'. •. 1 _ _. -- AIN F ' DRAINAGE -LO'r. -� "- SA SEWER '-'� `�, -- L SEWER -;. I / / I � SILT FENCING FABRIC. SERVICELINE CONNECTION I L_ f PRO -C OA. I OOD CUSTOM HOMES lkADING PLAN DATE: OCTOBER, 2000 DRAWN: M.G.N. CI-iECKED: M.G.H. NATURAL GROUND. j 6„ BUR'( BOTTOM FLAP 12-18" MIN. DEPTH SED-IMENT =I L EXISTING MANHOLE PROPOSED MANHOLE 0 POWER POLE 0 IRON ROD Q EXISTING WATER LINE - EXISTING SEWER LINE 9 1 i 286.50 - - _ _ - + + 87 75 I I '� I WOO FENCE-//- /-//- 1 I I 286.50 / 287 28 0 ` , 89.64 - - --- t - ...- 1-- -.._ ._. - - - 289.50 288.68 I 1 -: NOTE: WIRED FENCE -x x x ^8 �r' .� 288.83 ,I I O HESTER ENGINEERING COMPANY IS NOT RESPONSIBLE © ` I GAS LINE -GAS GAS- . t PI SIDEWALK S, / FOR THE ACCURACY OF THE TOPOGRAPHIC SURVEY WORK / �y� �! I �d�- - - - -�r(t 9,88 I I SHOWN ON THIS PROJECT, THE CONTRACTOR SHALL BE GTE LINE --GTE GTE - 8 9„ __-----__--__-- + RESPONS B F FOR CONFIRM!NG EXISTING ELEVATIONS 289.1 8 I FIRE H'i'DRAN I AND c,I!,jFIvSIONS PRION -C; CCNISTP ION. I ty i t 1= I �° 6I I I BENCHMARK I -<4 li 289.1 2 �- ,. - � - •: _-.. . , .,: ,,a,�'"�. i,Al VE e 9 88+ i .m+ - 289.40 T WA t SE SERVICE _-- i _- L-..� i 1 c SUC.vE rlh s• . - TC289.30 f S`; _ SER. ,..E ss i i ✓• I O TEXAS 979,846,6212 I i .�•. ., r t u 1 I i•r•• t +� Y -_ _ i 287.500 -"-Ir 288. 289:OL? i y f- 2 FL288.90 , ' �2 .I O 288.20+ - _ 1 I _ = 1- % - , - - - 2,. W TER SERVICE ' N r I I a 1 j I -� - - 289.1C GAS SERVI 'E i +t- �jI /- '•r1` �! 288.20 / 89.00 +28 .00 ` �� ( -A (_ '_ F•F-290.60 { >> , {-- Lr)i 1 - - - ! `` 2 r 289.50 ` SCALE: 1 =20 i r- 2ba.7; 1 i 1 c - 288.00 I . - - N 1 f. 1 �. �� I ' 5% MAX. SLOPE 1 tr �l TC288.�g Gas \ I 1 E VERIZON & CO I i �0 ® - - - - - - --6_SAN.SWR.SERVICE - -/x _ •�. -1 -cam+ �9 ( - - - - - • I / �I 0 z I i �� J • r I P w) I t i e +287.5 +j 2E}'7.7� j) FF289.50 TC288.35 ` ` { ' �1 •� -0 LD - �' Li 0 - I LJ I , (. 1) { 1 0' RUE ' I 1 1 , �SO / I - �- - Ii N 289.50 289.50 1 0 1 1 t r 289.00 61 +289.38 289.38'- i o 1 1• I 1 M 289.1 9 CURB TAPE f / , I------ -- - � 1 09 % ® ` Sp TO FIN. FLR. - - plI o i 289.38 ® 289TJb---- - - 111 / " .R.- ®. ®�- � � � • ICI l S ` 2,5 8,7 i 288.90 288 92 SLOPE! i 9 1 to CI I 288N 1 I 11 288 `4... t"Y ' 288.30 N - - - - I ®� ,�6. ®CO 290.00 ' { i 1 1 I \\\ TC288 r,1 5' SIDEWALK 289.06 ,,,..+• "' I + 289.20 ' �. ..� c 9 12,8�.1i f ----+- -- a-, e ®`, _ -� - - - �-- -i 290.48 ® ® col utl ' 1 1 ® lu" ZZ8. 1 t Q , -- \�290_38 %°287.33`7 'o•{.° I I288.55 I I I 2 8.25FL2a4 Go t � I- -- -I \' NI NI �`�2870� / �t �! ` G�` I I+•.,`�'®®.�e. 1 1 N =100 FL187.03� • // 1 •// { I I e®®•�®� �I,I I I I i t 1 �------1r -ti- 00� 0 1j®®+e I X }- 'OF I I ( 0'0 11� I I ( aE8.11-Y 289.05 i} •� 1 ®•� ^,�. •o i I 287.63 I I v ®� { _ { I I { ( 289.88- 1.0 pRP'" - --- - i GB 287.3, � _®",�°®�--F-�--1--��®�,`. ---/ � �1Rp.0E � ® ® • { ----- - 1 287!\ ` r ... ® 283.01 ` ® .� �, TC289.55 290.00 -.. p .1 5 1�� 7.66 .. ® O,f' 1 I 287.53 288 ®..► G?87.75 j 2°'` A� / a+" / - ,•.. .,� aw' •,,, s ® �28, .8.e5 / 290.50 28805 28'53 288.91 / I v ®�A®,• .®® :: ®®�,.a• TC289.400,L GROUND I / j% _- © ®o-®--�...•.°"d" ® d 00 �„ ® .�' XTC290.94 25.0' F -F .I ---- ®.� A✓ r ._t - 4_ •_ 2g90;, ..v l289.50,e.,,®®® / 50 s°• XTC291.75 291.50 I G - - _ ------- PROP. SANIT Rr ',tR SERVICE LINE.MINIMUM S_ PE OF PER FT. AREA ONE = 0.93 AC -- -- -_ -- - - -, _<:-. _ =-_= _----- ----- .. ------ - ---- - -. -___ - d - _ ---•_-t - __.....__• e _-_s__o 4''rdiDE CONC. FLUME - -- ---- -- - - - - - -- -' - - ; o _. •_._s- - o_.- e_.. 0.34% (BOTTOM WIDTH) ROP. 45 BEND --- - _ - DOUBLE STRAP BRC SADDLE OR TAPPED W/CORPOR.ATION CC ,, - -,- ..LUE 2" BRASS BALL VALVE W/BRASS PLUG / 2" SERVICE WATER MAIN WATER LINE SERVICEWATER I DEPTH VARIES O'J- . ------ - V10=3'6 r f/SEC - - -- -- jam- - -------- _. DEPTH VARIES = >` PLUG d10 -Q 5' I -- -- - - Q T- „- R E V I S I O fd S . i; COMPLIANCE OCT t' 2000 COLLEGE STATION DEVELOPMENT SERVICES DM U I Lt UA VE DRI VE 1 45• I UND 'TURBED GROUND; IF .FILL IS REQUIRED A r; t CON RETE EMBEDMENT WILL BE NECESSAPY. I f PROPOSED OP 'N,"7 _ - - HAY` - BALES, � ��.0 - - BL USED IN ARLA� JF ��CNL;F_h.II;AI-ED {:'. •. 1 _ _. -- AIN F ' DRAINAGE -LO'r. -� "- SA SEWER '-'� `�, -- L SEWER -;. I / / I � SILT FENCING FABRIC. SERVICELINE CONNECTION I L_ f PRO -C OA. I OOD CUSTOM HOMES lkADING PLAN DATE: OCTOBER, 2000 DRAWN: M.G.N. CI-iECKED: M.G.H. NATURAL GROUND. j 6„ BUR'( BOTTOM FLAP 12-18" MIN. DEPTH SED-IMENT =I =-. r u. O C 0- �J ,v 0 CD 3Z G U rr E u J 0 ro CD i 3 1 ro �r V Q Llj R E V i S! O N S BRIL)LE 1-E- DRIVE ERIZON & COX '3" High Cedar Privacy Fence SCALE: 1 "=2C' REV EWER FO COMPLIANCE RI OCT 10 2000 COLLEGE STAER NOES DEVELOPMENT S q LANDSCAPE REQUIREMENT LEGEND t {, „€31 Sita Area - Buffer Zone 59538 sf/1000 x 30 1787pt. St•reetscope• re ,uirement! R E V i S! O N S BRIL)LE 1-E- DRIVE ERIZON & COX '3" High Cedar Privacy Fence SCALE: 1 "=2C' REV EWER FO COMPLIANCE RI OCT 10 2000 COLLEGE STAER NOES DEVELOPMENT S q LANDSCAPE REQUIREMENT LEGEND Landscaoe �oi(J,ts required Sita Area - Buffer Zone 59538 sf/1000 x 30 1787pt. St•reetscope• re ,uirement! Frc^tage Hwy. 6 200 If 1 tree per 25 If 8 trees Frontage -andscape points 200 If If/50 x 300 1200 Pt. BRi:^LE GATE DRIVE 30C` - 20x3 (SIGHT DISTANCE) / 32' O -C. SPACING = 8 TREES REQUIRED •-• 9 PROVIDED otal Paints Required 2987 Pt. Provided Lcy)dscope Points + i 3 Live ock 2.5" to 3.4" cal © 150 canopy 450 Pt. Quercus virginion 3 Water oak 1.5" to 2.0" cal CC 75 canopy 225 Pt. Quercus nigra CD 12 Wax Myrtle 5' to 6' (9) 40 Non -canopy 480 Pt. Myrica cerifera El 41 Dwarf Wax Myrtle 5 gallon @ 10 shrub 410 Pt. Myrica cerifera "Nana" O 64 Dwarf Yaupon 1 _oq llon (D 10 shrub 640 Pt. !lex vomitoria 'Nana' Q 6 Seagreen JunigeC @ 10 shrub 60 Pt. Juniperus chinensis 'Seagreen' -L Total Landscape Points 2265 Pt. Provided S'=eetscape Points + t 4 Live oak 1.5" to 2:0" 0 75 canopy 300 Pt. Quercus virginian O 4 Water oak 1.5" to 2.0" cal D 75 canopy 300 Pt. Quercus nigra 3 Vvcx Mvrtle 5" to 6" (D 40 shrub 120 F,t. Myrica cenrera R35 Dwcrf Wcx Mvrtle 5 cc1:on 0 shr,:b O 20 D4vcr4 Ycucenact Ilon (D 10 shrub 200 Pt. lex vomitoria "nana" Total Streetscape Points 1270 Pt. Total Points Combined 3535 Pt. Buffer zone Requirements 30' buffer zone X 236.95 L.F. + 5 Live oak 2.0"-30 gallon canopy Quercus virginian 5 Water oak 2.0"-30 _aq llon canopy Quercus nigra 12 Crepe lvlrytle 5'-6'-15 gallon Non -canopy O Lagerstoemia indica 12 Tree -form Yaupon -6'-15 gallon Non -canopy Ilex vomi'oria O 14 Mexican Plum 5'-6'-15 gallon Non -canopy Prunus Mexicana FE 57 Dwarf Wax Myrtle 5 gallon Shrub Myrica cerifera 'Nana' Ail areas not otherwise noted shall receive turf/groundcover. Planting mix shall be 112 native top soil, 1.2 compost thoroughly mixed 8" deep min. All areas noted as plantings shall be irrigated by an automated sprinklier system. NOTES THE PIT , OR ALL TREES SHOULD BE DUG 2' GREATER IN DIAMETER THAN THE SIZE OF THE ROOT BA:',. BACKFILL CONSISTING OF THREE PARTS SAND LOAM AND ONE PART PINE BARK MULCH cr-;OULD BE PLACED AROUND THE ROOT BALL OF ALL NEW TREES. MIX AS i'-ESCRIBED ABOVE. FIVE POUNDS OF COMMERCIAL FERTILIZER SHOULD BE ADDED PER ONE HUNDRED SQUARE FEET OF BED COVER. ALL AREAS NOT OTHERWISE LANDSCAPED, BUILT OR PAVED SHALL BE COVERED WITH PERENIAL TURF GRASS. (ST. AUGUSTINE OR BERMUDA GRASS) ALL AREAS INCLUDING R.O.W. &- ADJACENT PROPERTY DISTURBED DURING CONSTRUCTION SHALL BE RETURNED TO ORIGINAL CONDITION. CONTRACTOR SHALL PLACE FENCING AROUND THE DRIP LINE OF ALL REMAINING TREE AND THERE SHALL BE NO STOCKPILING OF MATERIALS NOR PARKING OF VEHICLES UNDER THE TREES. THE BARRICADE SHALL CONSIST OF A 4' HIGH ORANGE PEDESTRIAN BARRICADE FENCE AND SUPPORTED ON METAL T -POST'S. THE BARRICADE WILL BE INSTALLED PRIOR TO CONSTRUCTION AND PE`,,ED .AFTER CONSTRUCTION IS COMPLETE. BARRICADE MUST BE 1' IN RADIUS FOR EACH pi _ -PE_ TRUNK. THE BFCREAS FOR AD_ it+NDSCAPINC- SHOULD HAVE A MINIMUM OF CC.5' DEPTI, OF Fri_. ,.FED SOIL. BACKFLO,',FOR IRRIGATION MUST BE EITHER A PRESSURE VACUMIE BREAKER OF' REDUCED PRESSURE PRINCIPLE ASSEMBLY. DEVICE MUST BE INSTALLED PER CITY ORDINANCE 2394 DEVICE MUST BE TESTED UPON INS'ALLATION PER CITY ORDINANCE 2394, ROS WORLE`r` 979.76&.3660. NOTES: CONTRACTOR SHALL INSTALL PARKING LOT LIGHTING CONDUITS UNDER. 'THE PAVEMENT TO EACH ISLAND. COORDINATE PLACEMENT WITH OWNER (IF PROPOSED FOR PROJECT). CONTRACTOR SHALL INSTALL SLEEVES UNDER THE PAVEMENT FOR THE IRRIGATION SYSTEM. COORDINATE PLACEMENT WITH IRRIGATION CONTRACTOR AND/OR OWNER. NOTE: LANDSCAPE CONTRACTOR SHALLSUBMIT LANDSCAPE IRRIGATION DESIGN, INCLUDING METER SIZE, LOCATION AND WATER DEMAND TO THE COLLEGE STATION PLANNING DIVISION. ANY PROPOSED CHANGES TO THIS APPROVED LANDSCAPE PLAN WILL BE SUBMITTED TO AND APPROVED BY THE PLANNING DIVISION. - _ _ .APPLICANT/DEVELOPER PROJECT: OAKWOOD CUS °OM HOMES 1.53 ACRE TRACT ZONED C1 ALTON OFCZARZAK LAN"'DSCAPE PLAN'U 6 SOUTH OAKWOOD CUSTOM HOMES COLLEGE STATION 4102 ST. HIGHWAY 6 SOUTH DATE: OCTOBER, 2000 0 9 1 1 (DZA L. L.J Lj L—j L -----i TEXAS COLLEGE STATION, TX 77840 DRAWN: M.P.P. w7 — APPROVED: /l O� ��o �o�� p��O�`��O ��,�� Q�Q�O j�9 �/� (� o L� (�Z (��D `�o `o o`j� �`a®� ��ti �(��D �o �i a,o��®� BRAZOS COUNTY PH: (979) 690-1504 �7 LOT A BLK 1 BRIDLE. GATE ESTATES FX: (979) 690-2504 WATER DEMAND CALCULATION: (30 PERSONS/ACRE)-(1.53 ACRES) -(50 GAL/DAY/CAP)-(l DAY/1440 MIN) = 1-59 GAL MIN. (576-CAPACIT'Y)-(50 GAL/DAY/CAP)-(l DAY/1440 MIN) = 20 GAL/MIN 3/4" METER REQUIRED. SANITARY SEWER CALCULATIONS: 12 x12 (30 PEPSONS/ACRE)-(1.53 ACRES) -(50 GAL/DAY/CAP) = 2295 GAL/DAY DUMPSTER 4" PVC SCH40 SANITARY SEWER SERVICE (9 1.0% MIN SLOPE. PAD: W/ 8' N=0.013 ENCLOSURE SLOPE = 1% MIN. W/ SLIDING TE 12' GATE 4" DIAMETER FLOWING HALF FULL - , c., = /Ca� WILL FLOW 40 GAL/MIN = 57,600 GAL/DAY SLIDING WOOD GA 4" PVC SCH-40 SANITARY SEWER SERVICE 1%' MIN. PROPOSED ELECTRICAL METER /Scale: CONNECT SANITARY SEWER /-S �RnVIC E TO EXISTING MAN HOLE 6q - - - _ sm 1\ 1. I4SERVICE F_286,34 l iml TOP X-MHELEV. 288.84 w I --- l IJn - -0- m IEn- Aw 11 11. PROPOSED CONC. RIPRAP loI Im X36.5FF290:60 SEE GRADING SHEET 40 COFL288.60 HANDICAP SIGN 5'R 6.0, HANDICAP SIGN mw1 (ON BUILDING)2 SAN.SWR.SERVICE 19 1% MIN. SL 07RT FF289.75 COLo COFL287.75 CLEAN-OUT Li TYR. (TYPICAL) oz FL286.85 PHASE .1 V) N I N OFFICE SPACE AND RETAIL 5'R 3120 SQ FT < L) >I0 0 LLJ 0 0 z o z 0 cn 0 z z cl� < < I-- Q_ ION JOINT ,L JOINT 3" ION JOINT 3" CONTROL JOINTS IN PAVING T=JRIVES 0 6" TH+ CONC, W/#4-,412"O.C.B.W. UTOMOBILE PA( -TNG @) 5" THK CONC. W44B.W. �16"O.C, ILA F IEPARED SAGRADE z SEE GEOTECHNIC,\L REPORT F- -P P (11 N 87.47' vinFn BY OWNER FOR COMPACTIC, GENERAL NOTES: 3. 0 __j Ld 0 0� REQUiREMENTS U z < z . < R C1. -a- Q_ MIN. RAMP L, CONCRETE: [ 0 < \X, ,N X :D z 7 V) < ALL EXPOSED CORNERS ON STRUCTURES SHALL BE CHAMFERED 5' SIDEWALK Ljo LO < REINFORCING STEEL SHALL BE PLACED WITH THE CENTER OF THE < Z > OUTSIDE LAYER OF BARS 2" FROM THE SURFACE OF THE CONCRETE. Li ALL SIDEWALKS SHALL BE PLACED SO AS TO ACHIEVE A MINIMUM -F 0 4 INCHES IN THICKNESS UPON A 2 INCH COMPACTED SAND, zz I 1 2 AND A COMPACTED SUBGRADE, Cn Ln OR EQUIVALENT CUSHION PROPOSED 05 0'// ALL SIDEWALKS AND FLUMES SHALL BE CONSTRUCTED USING ELD !ICA1 (A CONCRETE HAVING 5 SACKS OF CEMENT PER CUBIC YARD AND VETER z PAVEMENT DETAIL -M 28 -DAY COMPRESSIVE STRENGTH OF 3000 PSI. A MINIMU jL0 Li Lu 0 < z N z U, ALL STRUCTURES, CURB AND GUTTER AND PARKING LOTS `�// , Ami - � - " - -%, 4> ------ --- i < 0 N BE CONSTRUCTED USING COINCRETE HAVING 6 SACKS OF CEf,1ENT PEP N CL Z NOTE: _j so, SUB-B-zSE CUBIC 'jAPD AND A MIN0,/UVI 28 DAY COt.-IPPESSIVE STRENGTH OF 4000 PS1. .rft CONFIRM PAVEMENT, < Li < < N, F 0 R C E I,,I E N T THICKNESS AND PEBAIFEi? FOR SIDEWALKS SHA�L CONSIST OF NO Z, BARS I< Q. --Q u) R 'ENTERS IN BOTH DtRECTIONS. 3: E `E0TECHN;CA1 R�L�ORT PROOEEL' D'-,' 0V,'Nf-_ 0 N, 18 INCH C IkD "V// z z U-1 co < ALL CONCRETE CONNECTIONS SHALL BE OBTAINED BY DOWELS AT U, 3: mom 3 SMOOTH REINFORCING BARS' 0 C, 01 z SAW E D -OR ALL CONNECTING FACES WITH NO. 1) 0 R' t- IAED, SEAL ON IS INCH CENTERS. THESE CONNECTIONS SHAI-1- BE PROVIDED WITH JOIN' IAATEPIALNON XT DING' LER" < 'IT 1/2 INC..!NCEXPANSION JOINT MATERIAi PU ii 0 HE 1 c"NG-1 HS AND SHAI L BE CAULKED Wi H. SCNNEBCRN t�G 7 P_ DEPTH OF DOWEL EMBEDMIENT SHALL S < Si �,R� Atl� APPROVED EQUAL, 0 Cl _f _ES, CONNECTIONS TO EXISTINGSTRUCTURES HANDICOff�4 3 MIN AP > CL (0 V, _E E A MINIMUM 'or 6 SIGN 4w TO BE SAWCUIT. SIGN e." TER LLJ SEP CURING COMPOUNDS '�IALL BE RED, MEADOWS AR30ED, OR AN APPROVED EQUAL. V cc, 717 1 GAS SERVICE LL F HOSE I u 0 30C* z 0 NW MQUiskeri < 00 NO. 4 BARS . 12" C. TO C. BOTHWAYS PHASE wS < ELEC. MAXIMUM 15' O.C. SPACING IN C`�IVES AND PARKING AREAS Lu co UTILITIES: I , ! OAKWOOD CUSTOM HOMES 0) �i I I (7�PICAL) OFFICE SPACE, RETAIL, AND DISPLAY wl STORAGE -_ - I I METER 8. 867 SID FT GAS WITH THE CITIES -/Zx 3972 SO FT U - <fit% 5.,j' 12 z! ELEC, VERIZON X, TYPE "B" DUMMY JOINT ALL CONSTRUCTION SHALL BE IN ACCORDANCE WI I c� - STANDARD DETAILS AND SPECIFICATIONS. CO70 0 UG 8, - CC 6" SAN.SWP,SER\,'ICE THE CONTRACTOR SHALL BE RESPONSIBLE FOP THE EXACT I - - - - - - - - - - - CONNECT ELEC. SERVICE S 0 17 MIN St -OPE TO IXISTING TRANSFORMER 3 LOCATION OF ALL EXISTING UTILITIES AND SHALL CONTACT _< - - --- - - - - - - AL WITH 01 0 N 2-6"X4"TEES JOINT MAT'L. UTILIT� COMPANY REPRESENTATIVES 48 HOURS IN ADVANCE Lj CO < < 0 1 1 :E FL287.54 A COFL286.52---' 10 FL:287.36 w OF EXCAVATION. Z N LIEU OF USING THE CONSTRUCTION MATERIALS INDICATED 0 _1LFL285.e2-J CL T PPROVAL FROM THE ENGINEER FOR ANY SUBSTITUTION. < uj CC 0 IN THESE PLANS, THE CONTRACTOR SHALL OBTAIN WRITTEN a_ t. co Ld _j A 0 Z Ld Li Y) 0 z uj ly .1 - _&A' METAL QHALL VERIFY EvIST'NG PIPE MATERIAL AND 0 1 af 1 -1 KEYWAY AY CONNECT SANITARY 0 uj EI 3.1 1 i - DEFORMED TIE RS THE CONTRACTOP < C3 CLASSES MF.P TO PURCHASING CONNECTION FITTINGS. CC 'IC 51E e2-1 L2 PLATE O. 4 -X 18" 24" O.C, GARAGE DOOR (n `7 0 ON I-)' ON SEWER SERVICE 23.0' 'UDINAL JOINIS SHALL BE REQUIRED !HE 0 w NGI 1N_'..UDE COSTS FOR ALL INCIDENTAL 74 1 Cn . EXISTING LINE _NTERLINE OF STREET �P4,/F,1,jFNT & ✓WHERE CLLLED 'P TO EXIST z < 6" SERVICE FL284.96 U) c,4 �j SPACE RE'SEREVED < -6' FENCE X-10"FL279.3 +/ 6.0' MIN. TO BC--,,,, f WOOD 1z FOR MATERIAL JamauffisfiL ______jTYPE "D" LONGITUDINAL JOINT LANEOUS: LOADING AND, UNLOADING t M! S C'Ei._, 7 T T CONNECT ELE1_ SERVICE CO SEAL WITH J,,;N ALL PARKING LOT DIMENSIONS TO FACE UNLESS OTHERWISE STATED, POLE Li 5' SIDEWALK -TP/-,FF,-- TO EXISTING PICIWER 5'F .0, Typ. FL287.69 MAT'L. ----------- U - FIRE LANE �i�, pARKING OW AWAY ZONE30' MINIMUM /f 9.0' TYPICAL DRIVE AND PARKING PHASE (SE� '-:RLDING� PLAN) '0 12'- 11.54' 19.0, 1 CID P TY 5'R S'P (TYPICAL) 15*R FIRE LANE NO PARKING TOW A'4'AY ZONE -- ------ - - z ---------- a. (y SIGN 23 24 Ld 1121 _��2 6 1 2 7 - LL 1 15 16 17 1 0 14 15 20 1 22 00 z z EXISTINC- 2ae. - CULVERT 6.0' MIN TO BC WATER' SERVICE X, CO N JMMML NNECT 70 GAS 25' F-FEXISTING APFON on= -- ---- ---- _xwm 7 -LINE LAY ------- -- ---- ---- PROPOSED WATER METER \-EXISTING FIRE HYDRANT _CL DRIVEWAY LUNG1-<AUIUJ OCtJNUa, PULL STRINGS AND CAPS AT EACH END. Z*' C.C. AND 1/2" DEEP FINISHED GRADE �IAMP AND WINGS WILL CONTRAST WITH :.:HE SURROUNDING PAVEMENT AND LEGEND i SIDEWALKS. MAXIMUM SLOPE 1:12 EXISTING MANHOLE TCA - PROPOSED MANHOLE O 24" VERIZON POWER POLE IRON ROD 0. 1 4B" EXISTING WATER LINE 10 SEWER LINE 0/1- EXISTING WARNII'V-, TAPE� /� WOOD FENCE WIRE . FENCE X/ GAS LINE -GAS-GAS- GTE LINE -GTE GTE - FIRE HYDRANT 1/4"R BENCHMARK WATER DEMAND CALCULATION: (30 PERSONS/ACRE)-(1.53 ACRES) -(50 GAL/DAY/CAP)-(l DAY/1440 MIN) = 1-59 GAL MIN. (576-CAPACIT'Y)-(50 GAL/DAY/CAP)-(l DAY/1440 MIN) = 20 GAL/MIN 3/4" METER REQUIRED. SANITARY SEWER CALCULATIONS: 12 x12 (30 PEPSONS/ACRE)-(1.53 ACRES) -(50 GAL/DAY/CAP) = 2295 GAL/DAY DUMPSTER 4" PVC SCH40 SANITARY SEWER SERVICE (9 1.0% MIN SLOPE. PAD: W/ 8' N=0.013 ENCLOSURE SLOPE = 1% MIN. W/ SLIDING TE 12' GATE 4" DIAMETER FLOWING HALF FULL - , c., = /Ca� WILL FLOW 40 GAL/MIN = 57,600 GAL/DAY SLIDING WOOD GA 4" PVC SCH-40 SANITARY SEWER SERVICE 1%' MIN. PROPOSED ELECTRICAL METER /Scale: CONNECT SANITARY SEWER /-S �RnVIC E TO EXISTING MAN HOLE 6q - - - _ sm 1\ 1. I4SERVICE F_286,34 l iml TOP X-MHELEV. 288.84 w I --- l IJn - -0- m IEn- Aw 11 11. PROPOSED CONC. RIPRAP loI Im X36.5FF290:60 SEE GRADING SHEET 40 COFL288.60 HANDICAP SIGN 5'R 6.0, HANDICAP SIGN mw1 (ON BUILDING)2 SAN.SWR.SERVICE 19 1% MIN. SL 07RT FF289.75 COLo COFL287.75 CLEAN-OUT Li TYR. (TYPICAL) oz FL286.85 PHASE .1 V) N I N OFFICE SPACE AND RETAIL 5'R 3120 SQ FT < L) >I0 0 LLJ 0 0 z o z 0 cn 0 z z cl� < < I-- Q_ ION JOINT ,L JOINT 3" ION JOINT 3" CONTROL JOINTS IN PAVING T=JRIVES 0 6" TH+ CONC, W/#4-,412"O.C.B.W. UTOMOBILE PA( -TNG @) 5" THK CONC. W44B.W. �16"O.C, ILA F IEPARED SAGRADE z SEE GEOTECHNIC,\L REPORT F- -P P (11 N 87.47' vinFn BY OWNER FOR COMPACTIC, GENERAL NOTES: 3. 0 __j Ld 0 0� REQUiREMENTS U z < z . < R C1. -a- Q_ MIN. RAMP L, CONCRETE: [ 0 < \X, ,N X :D z 7 V) < ALL EXPOSED CORNERS ON STRUCTURES SHALL BE CHAMFERED 5' SIDEWALK Ljo LO < REINFORCING STEEL SHALL BE PLACED WITH THE CENTER OF THE < Z > OUTSIDE LAYER OF BARS 2" FROM THE SURFACE OF THE CONCRETE. Li ALL SIDEWALKS SHALL BE PLACED SO AS TO ACHIEVE A MINIMUM -F 0 4 INCHES IN THICKNESS UPON A 2 INCH COMPACTED SAND, zz I 1 2 AND A COMPACTED SUBGRADE, Cn Ln OR EQUIVALENT CUSHION PROPOSED 05 0'// ALL SIDEWALKS AND FLUMES SHALL BE CONSTRUCTED USING ELD !ICA1 (A CONCRETE HAVING 5 SACKS OF CEMENT PER CUBIC YARD AND VETER z PAVEMENT DETAIL -M 28 -DAY COMPRESSIVE STRENGTH OF 3000 PSI. A MINIMU jL0 Li Lu 0 < z N z U, ALL STRUCTURES, CURB AND GUTTER AND PARKING LOTS `�// , Ami - � - " - -%, 4> ------ --- i < 0 N BE CONSTRUCTED USING COINCRETE HAVING 6 SACKS OF CEf,1ENT PEP N CL Z NOTE: _j so, SUB-B-zSE CUBIC 'jAPD AND A MIN0,/UVI 28 DAY COt.-IPPESSIVE STRENGTH OF 4000 PS1. .rft CONFIRM PAVEMENT, < Li < < N, F 0 R C E I,,I E N T THICKNESS AND PEBAIFEi? FOR SIDEWALKS SHA�L CONSIST OF NO Z, BARS I< Q. --Q u) R 'ENTERS IN BOTH DtRECTIONS. 3: E `E0TECHN;CA1 R�L�ORT PROOEEL' D'-,' 0V,'Nf-_ 0 N, 18 INCH C IkD "V// z z U-1 co < ALL CONCRETE CONNECTIONS SHALL BE OBTAINED BY DOWELS AT U, 3: mom 3 SMOOTH REINFORCING BARS' 0 C, 01 z SAW E D -OR ALL CONNECTING FACES WITH NO. 1) 0 R' t- IAED, SEAL ON IS INCH CENTERS. THESE CONNECTIONS SHAI-1- BE PROVIDED WITH JOIN' IAATEPIALNON XT DING' LER" < 'IT 1/2 INC..!NCEXPANSION JOINT MATERIAi PU ii 0 HE 1 c"NG-1 HS AND SHAI L BE CAULKED Wi H. SCNNEBCRN t�G 7 P_ DEPTH OF DOWEL EMBEDMIENT SHALL S < Si �,R� Atl� APPROVED EQUAL, 0 Cl _f _ES, CONNECTIONS TO EXISTINGSTRUCTURES HANDICOff�4 3 MIN AP > CL (0 V, _E E A MINIMUM 'or 6 SIGN 4w TO BE SAWCUIT. SIGN e." TER LLJ SEP CURING COMPOUNDS '�IALL BE RED, MEADOWS AR30ED, OR AN APPROVED EQUAL. V cc, 717 1 GAS SERVICE LL F HOSE I u 0 30C* z 0 NW MQUiskeri < 00 NO. 4 BARS . 12" C. TO C. BOTHWAYS PHASE wS < ELEC. MAXIMUM 15' O.C. SPACING IN C`�IVES AND PARKING AREAS Lu co UTILITIES: I , ! OAKWOOD CUSTOM HOMES 0) �i I I (7�PICAL) OFFICE SPACE, RETAIL, AND DISPLAY wl STORAGE -_ - I I METER 8. 867 SID FT GAS WITH THE CITIES -/Zx 3972 SO FT U - <fit% 5.,j' 12 z! ELEC, VERIZON X, TYPE "B" DUMMY JOINT ALL CONSTRUCTION SHALL BE IN ACCORDANCE WI I c� - STANDARD DETAILS AND SPECIFICATIONS. CO70 0 UG 8, - CC 6" SAN.SWP,SER\,'ICE THE CONTRACTOR SHALL BE RESPONSIBLE FOP THE EXACT I - - - - - - - - - - - CONNECT ELEC. SERVICE S 0 17 MIN St -OPE TO IXISTING TRANSFORMER 3 LOCATION OF ALL EXISTING UTILITIES AND SHALL CONTACT _< - - --- - - - - - - AL WITH 01 0 N 2-6"X4"TEES JOINT MAT'L. UTILIT� COMPANY REPRESENTATIVES 48 HOURS IN ADVANCE Lj CO < < 0 1 1 :E FL287.54 A COFL286.52---' 10 FL:287.36 w OF EXCAVATION. Z N LIEU OF USING THE CONSTRUCTION MATERIALS INDICATED 0 _1LFL285.e2-J CL T PPROVAL FROM THE ENGINEER FOR ANY SUBSTITUTION. < uj CC 0 IN THESE PLANS, THE CONTRACTOR SHALL OBTAIN WRITTEN a_ t. co Ld _j A 0 Z Ld Li Y) 0 z uj ly .1 - _&A' METAL QHALL VERIFY EvIST'NG PIPE MATERIAL AND 0 1 af 1 -1 KEYWAY AY CONNECT SANITARY 0 uj EI 3.1 1 i - DEFORMED TIE RS THE CONTRACTOP < C3 CLASSES MF.P TO PURCHASING CONNECTION FITTINGS. CC 'IC 51E e2-1 L2 PLATE O. 4 -X 18" 24" O.C, GARAGE DOOR (n `7 0 ON I-)' ON SEWER SERVICE 23.0' 'UDINAL JOINIS SHALL BE REQUIRED !HE 0 w NGI 1N_'..UDE COSTS FOR ALL INCIDENTAL 74 1 Cn . EXISTING LINE _NTERLINE OF STREET �P4,/F,1,jFNT & ✓WHERE CLLLED 'P TO EXIST z < 6" SERVICE FL284.96 U) c,4 �j SPACE RE'SEREVED < -6' FENCE X-10"FL279.3 +/ 6.0' MIN. TO BC--,,,, f WOOD 1z FOR MATERIAL JamauffisfiL ______jTYPE "D" LONGITUDINAL JOINT LANEOUS: LOADING AND, UNLOADING t M! S C'Ei._, 7 T T CONNECT ELE1_ SERVICE CO SEAL WITH J,,;N ALL PARKING LOT DIMENSIONS TO FACE UNLESS OTHERWISE STATED, POLE Li 5' SIDEWALK -TP/-,FF,-- TO EXISTING PICIWER 5'F .0, Typ. FL287.69 MAT'L. ----------- U - FIRE LANE �i�, pARKING OW AWAY ZONE30' MINIMUM /f 9.0' TYPICAL DRIVE AND PARKING PHASE (SE� '-:RLDING� PLAN) '0 12'- 11.54' 19.0, 1 CID P TY 5'R S'P (TYPICAL) 15*R FIRE LANE NO PARKING TOW A'4'AY ZONE -- ------ - - z ---------- a. (y SIGN 23 24 Ld 1121 _��2 6 1 2 7 - LL 1 15 16 17 1 0 14 15 20 1 22 00 z z EXISTINC- 2ae. - CULVERT 6.0' MIN TO BC WATER' SERVICE X, CO N JMMML NNECT 70 GAS 25' F-FEXISTING APFON on= -- ---- ---- _xwm 7 -LINE LAY ------- -- ---- ---- PROPOSED WATER METER \-EXISTING FIRE HYDRANT _CL DRIVEWAY LUNG1-<AUIUJ OCtJNUa, PULL STRINGS AND CAPS AT EACH END. Z*' C.C. AND 1/2" DEEP FINISHED GRADE �IAMP AND WINGS WILL CONTRAST WITH :.:HE SURROUNDING PAVEMENT AND LEGEND i SIDEWALKS. MAXIMUM SLOPE 1:12 EXISTING MANHOLE TCA - PROPOSED MANHOLE O 24" VERIZON POWER POLE IRON ROD 0. 1 4B" EXISTING WATER LINE 10 SEWER LINE 0/1- EXISTING WARNII'V-, TAPE� /� WOOD FENCE WIRE . FENCE -X-X-X- GAS LINE -GAS-GAS- GTE LINE -GTE GTE - FIRE HYDRANT 1/4"R BENCHMARK A WATER ',,tLvE ALL RAMPS SHALL HAVE WATER SERVICE PPIOR TO BEGINNING FILL. SEWER SERVICE T NON -EXTRUDING FILLER✓' L Pr_ SLEEVE F2 E V I S I C' Iv S COt,AP/-":;TED BACKF;LL ELEC, CONDUIT 2" CLEAR GRA'r Y -,/c ELECTRICAL, CO" I X" TRENCH - DETAIL PROJECT: OAKWOOD CUSTOM HOMES SITE PLAN DATE: 0C Tt 0 BEE'_;- , 2000 DRAWN: M - C . H CHECKED: I"Al - "_], . H . NOTE: CONFIRM ALL UTILITY SERVICE LOCATIONS .WITH THE ARCHITECTURAL PLANS PRIOR TO CONSTRUCTION, 260' TO CL OP BRIDEL TRAILS',COUPT (NO DRIVEWA�� EITHER SIDEll-, _X ST`NG GAS %4AIN ORE BRIDIP G;-7= DRIVE) vi WOOD FLOAT FINISH //--4" THK. (MIN.) VARIES REINFORCED CONCRETE StDEE1,VALK CURB & GUTTER SLOPE (9 1/4"/FT. NOTE: GRADE CONTRACTOR SHALL KEEP THE FRONTAGE ROAD CLEAR OF MUD AND BE RESPONSIBLE SMOOTH DOWEL 4P DEBRIS AT ALL TIMES. RAMPS, AND SIDEWALKS 1/4"R 3/4" jr #6X18" LONG,18� I IN ALL INSTANCES REMOVE TOP LAYER OF ORGANIC MATERIAL =+ ALL RAMPS SHALL HAVE A DISTINCTIVELY PPIOR TO BEGINNING FILL. REVIEWED FOR COMPLIANCE T NON -EXTRUDING FILLER✓' L Pr_ SLEEVE THE CONTRACTOR SHALL CONTAIN ALL SEDIMENT FROM THE CONSTRUCTION ACTIVITIES ON SITE BY THE USE OF HAY BALES AND OR SEDIMENTATION FENCING. Ll L MUD AND DEBRIS DEPOSITED IN THE STREETS AS A RESULT BECOMING SEPARATED FROM VEHICLES OR EQUIPMENT LEAVING SITE SHALL BE REMOVED FROM THE STREET IhihEDIATELY. OC -17 0 2000 2" ON CENTER MAXIMUM 30' O.C. IN DRIVES AND PARKNG AREA THE CONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISHING HEALTHY GROUND COVER IN AREAS AFFECTED DY CONSTRUCTICINJI. COLLEGE STATION DO TYPE "G" EXPANSION CONSTRUCTION JOINT EXCAVATE AND REMOVE ALL ORGANIC, UNSTABLE AND OR SATURATED SOILS PRIOR TO PLACEMENT OF ANY FILL MAT�_P!AL OR CONCRETE TO AVOID SETTLEMENT. SEE GEOTECHNICAL REP�_'t'PT FOR COMPACTION REQUIREMENTS. DEVELOPMENT SERVICES SEWER SERVICE WATER SILT FENCE SHALL BE PLACED ALONG THE ENTIRE SOUTH AND EAST r XPP-NSION DOWELS PLACE 1 - 4" CONDUIT WITH PULL STRINGS TO EACH BUILDING, MAXIMUM GALLONS PER DAi' PROPERTY LINES TO KEEP SEDIMENT ON THE SITE. AND TWO FENCES SHALL BE PLACED IN THE OPEN DITCH ALONG THE FRONTAGE ROAD -P M,,1jI.jTE RE UNJI, LON"` PLUS BENDS AND CAPS AT, THE LOCATION TYPICAL EXPANSION JOINT, TO KEEP SILT FROM ENTERING THE CULVERT. L 100 FOOT SPACING, AND AT SOLID WASTE CONTAINER, ENCLOSURE SHALL BE OF WOOD CONSTRUCTION ON T,-,;7 POWER POt-E ALL OTHER IOININGS WITH W/12' WOOD SLIDING GATE. F I SIGNS ARE TO BE SUBMITTED FOR PEPMITING SEPEPATELY. NOTE: THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REQUIRED SLOPES (CROSS SLOPES INCLUDED) FOR ALL SIDEWALKS, SIDEWALK RAMPS, AND SIDEWALKS THAT CROSS DRIVES. ALL SIDEWALK SLOPES WILL COMPLY WITH ADA REQUIREMENTS. =+ ALL RAMPS SHALL HAVE A DISTINCTIVELY DIFFERENT FINAL COLOR THAN THE ADJACENT SIDEWALK. BUFFER WHICH WILL BE CONSTRUCTED ALL RAMPS SHALL HAVE 2" ON CENTER GROOVES WITH A DEPTH OF 11/2", ALL CURBS AND CURB ENDS SHALL BE PAINTED WITH FOUR INCH WHITE LETTERING STATING "FIRE LANE - NO PARKING - TOW AWAY ZONE". N - SEE WORKING WILL NOT BE SPACED MORE THAN FIF-TEEN FEET APART, SEE NOTE 2 NCTE VE-RIZ.ON SERVICE: (BURIED CONDUIT) PLACE 2-4 INCH CONDUITS WITH PULL STRING TO EACH BUILDING FPOM THE OUTSIDE OF THE BUILDING TERMINATION TO THE LOCATION SHOWN ON HE PLANS. NOTES CONDUIT SHALL ELL UP 4. FEET QT THE OUTSIDE 1) NO. 4 BARS X 8 3O" G, C. TO BE USED ViHEN, BUILDING LOCATION AND 6 INCHES AT THE TERMINATION CURB IS NOT RUV, AS N71EGRAL PART OF SLAT. POINT. THE OUTSIDE BUILDING TERMINATION SHALL 1 MINIMUM DEPTH 2) ROUGHEN SURFACE B0,ND WHEN CURB IS NOT RUN AS !NTE6F ,-RAL PART SLAB. BE WITHIN 20 FEET OF ELECTRICAL POWER. IF NOT MAX. FLO'IN M REQUIRED ............. 29 =+ THE CONTRACTOR SHALL PLACE AN B' X 5/8" COPPER EXCEPT `HE BUILDING TYPICAL MONOLITHIC CURB GROJNID ROD ^.T HE BASE OF 1/2" EXPANSION JOINT BUFFER WHICH WILL BE CONSTRUCTED - I W,I I IA%".!_F) -- /EP17C - �,t)79)821-4724 E 'r,li MATERIAL AS SPECIFIED TYPICAL CONTRACTION Oj�,17 6" ELECTRICAL SERVICE: (BURIED CONDUIT) DO /4"X I T B" SI,�OOH PARKING SEWER SERVICE WATER F r XPP-NSION DOWELS PLACE 1 - 4" CONDUIT WITH PULL STRINGS TO EACH BUILDING, MAXIMUM GALLONS PER DAi' GALLONS, PEP, -P M,,1jI.jTE RE UNJI, LON"` PLUS BENDS AND CAPS AT, THE LOCATION TYPICAL EXPANSION JOINT, L 100 FOOT SPACING, AND AT ON T,-,;7 POWER POt-E ALL OTHER IOININGS WITH PCINATE ELECTPICAL DETAII - 5 V,!TI CONCRETE STRUCTURES OPERATIONS TONY 31 1 COORDINATOR EXPANSION JOINT 1 NO. 4 BA MhC HALSK Y AT (979) 764-3660. F FLOODPLAIN i T OF THIS LOT IS WITHIN THE LIMITS OF THE 100 NO PORTION 12,• `� +'E,AR FLOOD PLAIN BASED ON FEMA FIRIv'T MAP NO. 142C. 1 MINIMUM DEPTH PHASE ONE 2298 GAL/DAY MAX. FLO'IN M REQUIRED ............. 29 =+ EXPANSION JOINTS IN CURB (�� _'UTIEP SHALL BE SPACED Ar MAX. NOTE: ALL IMPROVEMENTS WILL BE CONSTRUCTED EXCEPT `HE BUILDING ALONG AVG. FL'0"IAl' 1 GpIv THE 30 FOOT 100 FT. APART AND AT ALL RADIUS POINTS, I' P, C -'S DISTANCE 3,- 'S BUFFER WHICH WILL BE CONSTRUCTED IN PHASE TWO. TYPICAL CONTRACTION Oj�,17 REQU)RED ............ #4'(P18" O.C.B.W. (0 5' SPACING) \� PARKING SEWER SERVICE WATER SERVICE COMPACTED SUBGRADE REQUIREMENTS MAXIMUM GALLONS PER DAi' GALLONS, PEP, -P M,,1jI.jTE RE UNJI, NOTE: -DOWEL SIDEWALK TO INLET AND DRIVEWAYS WITH CONTRACTION `JOT N CURB #3 BARS AT 12" D.C. (SMOOTH DOWEL) 6.0, 1 1 . - -SIDEWALK TO BE FLUSH WITH TOP OFF INLET AND DRIVE MINIMUM 6.0' MINIMUM 1 6.0 MINIMUM 1 1:12 MAXIMUM SLOPE 1:12 MAXIMUM SLOPE 2% l,,j.AxjMUM SLOPE NOTE: HANDICAP RAMP W/WINGS MAXIMUM ALLOWABLE SLOPE OF HANDICAP PARKING SPACES IS 27..' L_ III L_ 1NE*341 D E WALK DETAILS N.T.S. TYPICAL COMBINED CONCRETE -- CURB & GUTTER SECTION PAVFMF OAK0D C ,.1i0MEq- A SITE PLAN- rl nF' S H E T A91 .. . . . . . . . . . . . 0j 99 MICHAEL G. HESTER . . . . . . . . . . . . . . Y� 69 -1 C4 ?2 Teo �0 r'�, ------------- PHASE ONE 2298 GAL/DAY MAX. FLO'IN M REQUIRED ............. 29 MIN. FL ' I,%, PROVIDED ...................3u. AVG. FL'0"IAl' 1 GpIv PHASE TWO SEWER SERVICE TAP METER REO'D. REQU)RED ............ OAK0D C ,.1i0MEq- A SITE PLAN- rl nF' S H E T A91 .. . . . . . . . . . . . 0j 99 MICHAEL G. HESTER . . . . . . . . . . . . . . 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