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HomeMy WebLinkAboutSAN JACINTO COLLEGE CENTRAL CAMPUS SITE PLANSLOPE COMPACTED EARTH O 1.5% MIN. TOWARD DRAINAGE PIPE +s 3 0 D- n I �r Ln N 0) N N w ry O a. Q � J 3 ro li 'O U ! x D- ILL 3 w� In X LJ J 1 �X v > 3 U / I- d- D LO 1 N x OT N N iT Q T j2 - O a. t— V) I q- I x r7 O O N U) m p / O U X N In O _:3 � / U PROPOSED BIO-SWALE MATERIAL (REF. LANDSCAPE PLANS) NDS- QFI.OW FRENCH DRAIN SYSTEM (Q-1001F) 30 0 15 30 SCALE: 1"= 30' CROSS SECTION "A -A" ;��� '' LEGEND :� ��� ��. "� ABBREVIATIONS N.T.S. )���-� O CLEANOUT CM -CREPE MYRTLE O CLEANOUT (RECORD) �-' EJB - ELECTRIC JUNCTION BOX y _,_u.��j(•1 FL - FLOW LINE s" GAS VALVE (RECORD) HOSE BIB '•, GP -GATE POST (RECORD) F-^� �- H.C. D.R. -HARRIS COUNTY DEED RECORDS ® INLET 11%1�-?(-cnnk.. MH - MANHOLE '"=1-s'�j�-r-�r-•'-� PG. -PAGE IRRIGATION CONTROL VALVE PVC - POLY VINYL CHLORIDE PIPE •;Ov IRRIGATION CONTROL VALVE RCP - REINFORCED CONCRETE PIPE )- a °t I- JN SAN. - SANITARY (RECORD) reu •r �� ❑Fir'° %fir, �-r R- SEWER 13 ❑ ulU'��`'}'-`- VOL. - VOLUME LIGHT STANDARD TR TOPOFRIM MANHOLE wl j�x_v; ® PEDESTAL / EXIST. MUSIC BUILDING'/{ -�- POWER POLE SIGN WATER METER WHEEL STOP NOTES: 1. PARKING: CITY OF LA PORTE PARKING REQUIREMENTS ARTICLE VI CITY OF LA PORTE PARKING ORDINANCE, SECTION 106-835 FOR COLLEGES AND TECHNICAL INSTITUTES NO NEW PARKING IS REQUIRED, WILL UTILIZE EXISTING PARKING SPACES ON SITE 2. DUMPSTER: TRASH COLLECTION WILL BE ON SITE WITH EXISTING DUMPSTERS ON CAMPUS, 3. PER CITY OF LA PORTE BUILDING DESIGN STANDARDS THIS STRUCTURE SHALL 100% MASONRY/ GLASS PRODUCT UNLESS OTHERWISE APPROVED. 4. FENCING AND SIGNAGE WILL REQUIRE SEPARATE PERMIT FROM THE CITY. FLOOD STATEMENT This tract is in Zone 'X' and not within the 100 year Flood Plain according to the FEMA Map # 48201C0940L, Revised June 18, 2007. CITY APPROVING AUTHORITY CERTIFICATE This is to certify that the City of La Porte, Texas has approved this site pl and development of SAN JACINTO COLLEGE —CENTRAL CAMPU:i ALLIED HEALTI BUILDIG ADDITION in conformance with the Ordinances of the City of La Porte. By* its Director, Plan ing Department KEY MAP 578C SCALE: N.T.S. SURVEYOR'S NOTES 1. THE BEARINGS SHOWN HEREON ARE BASED ON THE PLAT "BROOKGLEN STREET DEDICATION" RECORDED UNDER VOL. 198, PG. 76, H.C.M.RI 2. ACCORDING TO F.I.R.M, MAP NO, 48201CO940L (COMMUNITY -PANEL NO'S 4803070940L & 4854870940L), MAP REVISED DATE: JUNE 18, 2007, THE SUBJECT PROPERTY LIES WITHIN THE AREAS DESIGNATED AS ZONE "X" UNSHADED. DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOOD; AND ZONE "X" SHADED. AREAS OF 0.27 ANNUAL CHANCE FLOOD; AREAS OF 1% ANNUAL CHANCE FLOOD WITH AVERAGE .DEPTHS OF LESS THAN 1 FOOT OR WITH DRAINAGE AREAS LESS THAN 1 SQUARE MILE; AREAS PROTECTED BY LEVEES FROM 1% ANNUAL CHANCE FLOOD. THIS STATEMENT IS BASED ON SCALING THE LOCATION OF THE SUBJECT TRACT ON THE ABOVE REFERENCED MAP. THIS INFORMATION IS TO DETERMINE FLOOD INSURANCE RATES ONLY AND IS NOT TENDED TO IDENTIFY SPECIFIC FLOODING CONDITIONS. 3. ALL UTILITIES SHOWN HEREON ARE LOCATED USING "APPARENT &VISIBLE° EVIDENCE BY ON -SITE OBSERVATION UNLESS OTHERWISE NOTED.. 4. ALL RECORD UTILITIES PLOTTED FROM DIGITAL FILES PROVIDED BY BROOKS & SPARKS, INC., PROJECT No. 726-0079, FILE: SAN JACINTO COLLEGE CENTRAL CAMPUS MASTER PLAN, DATED MAY 15, 2007, REFERENCE BENCHMARK: RM 020255 - HCFCD ALUMINUM DISK STAMPED "Bi12 BM 03" ON BRIDGE AT SPENCER HIGHWAY AND WILLOW SPRING BAYOU LOCATED ON DOWNSTREAM SOUTH CONCRETE WALK AT THE CENTERLINE OF THE BRIDGE INKEY MAP 536Z IN THE ARMAND BAYOU WATERSHED NEAR STREAM 6172-00-00. ELEV.=24.11' (NAND 88, 2001 ADJ.) TEMPORARY BENCHMARKS: TBM "0" -BOX CUT ON "BB" INLET LOCATED IN THE WEST R.O.W. OF'LUELLA BOULEVARD ±433' SOUTH OF BAKER DRIVE. ELEV.=23.98' TBM "Zi" -BOX CUT ON CONCRETE BASE OF LIGHT STANDARD LOCATED ±41' SOUTHEAST OF THE SOUTHEAST CORNER OF THE R.S. SLOCOMB FINE ARTS BLDG, ELEV.=30.29' SAN �IAGINTO COLLEGE CENTRAL CAMPUS ALLIED HEALTH BUILDING, ADDITION SITE PLAN ACCURACY CERTIFICATE I, W. Joel Seybert, am registered under the lows of the Stote of Texas to practice the profession of engineering and hereby certify that above site plan is true and correct; and that all bearings, distances, angles, curve radiuses, and central angles are accurately shown on the site plan. BROOKS & SPARKS, INC. 1F-880 eybert \ \ nF rp� Texas Registration No. 92999 W. JOEL SEYBERT ZONED R3 B06❑ SPENCER HWY. LAPORTE, TEXAS 775❑5 ❑43- OWNER: SAN JACINTO JR. COLLEGE DISTRICT DEVELOPER: SAN JACINT❑ JR. COLLEGE DISTRICT BEING A SUBDIVISION OF 1 7.5554 fTR 1 7E & TR 1 7R, HCAD# 1 4S- 11 S❑) ACRES OUT OF THE TRACT OF' SAN JACINTO JUNIOR COLLEGE DISTRICT IN W.M. JONES SURVEY, ABSTRACT No. 4B21 CITY OF LA PORTE, HARRIS COUNTY, TEXAS JULY 2010 21020 BROOKS & SPARKS INC. CONSUL TEXAS TING ENGINEERING REGISTERED ENGINEERING FIRM F-880 PARK ROW PHONE.• (281) 578-9595 KATY, 7X. 77449 FAX: (280 578-9686 SPR. 01 Texas Registration No. 92999 W. JOEL SEYBERT ZONED R3 B06❑ SPENCER HWY. LAPORTE, TEXAS 775❑5 ❑43- OWNER: SAN JACINTO JR. COLLEGE DISTRICT DEVELOPER: SAN JACINT❑ JR. COLLEGE DISTRICT BEING A SUBDIVISION OF 1 7.5554 fTR 1 7E & TR 1 7R, HCAD# 1 4S- 11 S❑) ACRES OUT OF THE TRACT OF' SAN JACINTO JUNIOR COLLEGE DISTRICT IN W.M. JONES SURVEY, ABSTRACT No. 4B21 CITY OF LA PORTE, HARRIS COUNTY, TEXAS JULY 2010 21020 BROOKS & SPARKS INC. CONSUL TEXAS TING ENGINEERING REGISTERED ENGINEERING FIRM F-880 PARK ROW PHONE.• (281) 578-9595 KATY, 7X. 77449 FAX: (280 578-9686 SPR. 01 IiI! 1 1 3 - 'T7 CT +� 3 _ � � _ N m � ~ - � I � X _ � d- 3 L(� '� I N F � � to IW- N � N O N Q � � t>_ � O � �_� i-� ii X � .� O 3 ~ O � LL.) � O � X U 3 U � d' F- L N � pT X N N p1 � � Q �jN _ � m � �) � (1 � X N O � O N � � m "' O / � � U X N N � � O � � Q � � � U L� � Cy \ Cy �� L I - = I \\ I I I ® _ y � I .� I \\\\ ❑ � � Ev-� cv cv .____. __. _:, _._..._ _ _ - - -� � / / 30 0 75 30 __ _, \ c( � r - ® ® L '\ SCALE: 1"= 30' � �) � I - � � �� 7 "m �`,` I I � • �I � i _ _____. I ,, ® LEGEND: / O PROPOSED MANHOLE i .� J ' � � � / ® PROPOSED MANHOLE W/GRATE TOP nu"2n.>i'cJ s � -. / r Q PROPOSED GRATE/CURB INLET R 12' PVC (Wj 23.08 �® i Po R rss• P� fE) 23.as / PROP. 2-8'Xe• TSRV .� `d P (sw) zoos DIRECTION OF FLOW � i� � R 6' Pvc (sxt 25ox o � � / FL FLOW LINE w t-FlRE HYDRANT � I �. 1-6• cv. w Box OC•0. PROPOSED CLFANOUf ® • �R- �� © ,•Q•�� is-iai0� � PROP. CRATE INLET PROP• PN ANO FDC / NDS-¢ FLOW FRENCH DRAIN R 62'v�L (N) 22Ba m i PMK YOOEI. N0. / Q R 6• PVC (E) 35.33 / FL 2320 ��-i � (I � / APPROVED EQUAL NOTES TO SHEEP: to Y � \ � I � 2 6 PVx EXIST. MUSIC BUILDING CI (('��� �� 5 e •� ❑ I I FF=29.80 _ � IRRIGATION PLAN FOR PUMPS, FLOATS AND ELECTRICAL t PROPOSED RAINWATER HARVESRNG TANKS. REFER TO � � I I i 6R:,w4 .E,By i ( ) PROP �� �3svrt o D.0 PROR 6" FlRE UNE 1-8•X72.5 BFND, AB O2 PROPOSED B10-SWALE UNDER DRAINAGE PROVIDED ON I I 61 s•u• c .c Ix) z'se � I TG 2a.5o LANDSCMING PLANS. I n s'x3' c .c. s) z .6J '� I � ( � 25.00 FL 20.18 � _ � _ O3 CONNECTION EXIST STORM SEWER TO PROPOSED GRATE '4- m � S ( I TG 27.70 PROP. 29 LF 12• SIM. PROP. 3. OOMESTiC / INLET. PROP. CRATE INLET Fi. 12. 25.72 SWR. O 0.44% WATER ONE PRop. c TE WLEr ° I FL 15. 25.n ®PROPOSED 15" RAINWATER HARVESTING COLLECTION 3•-BACKFL.OW UNE O 1.00X MINIMUM GRADE. ® � I � � FL 25.20 p P P W / / O5 ADJUST GRATE INLET TOP TO FlNISHED GRADE. FL 18' 24.72 PROP• CRATE INLET / � � 87 ° ° ° ° / REFERENCE GRADING PLAN C2.03 FOR ELEVATION. CONTRACTOR SHALL TIE FL 24` 22.18 � � (6 ROP. 3J lF PROP. 3' DOMESDC 24• RCP SiM. SWR. 70 t � � EL 75. 25.OB ' EXIST... S'x3' BOX AS PER PROP. 25 IF 24" RCP 9 FL 18' 24.84 PROP. 32 LF CONNECT EXIST. 24• SPY. SWR. WATER YEIER WSEr •A• THIS s1EEEr. STY. swR. O o.1e% - o D.tfi% � / O PROPOSEDr¢ FLAW FRENCH DRAIN SYSTEM AS FL 24. 22.73 Op' 15• SIM. SWR. 8• SiM. SWR. PROP. 33 LF 12• Tft SEi 3' ABOVE P.G. - 6 ms,. Rsn•z,.63: to sY.•�irR. o o.3zX To PRCP. t2• sTLI. sWR. o FL 24' ) 20.08 FRENCH DRAIN MANUFACTURED BY NDS. MODEL /¢-t001 F. / / , ' e �z srY. svR. D.44% FL 1y W) 23,D7 I FL 1e.oe / O PROPOSED SOLID WALL 4` PVC DRAIN PIPE FROM ¢ O ^� I ° PK z _6 / / FLOW FRENCH DRAIN. CONTRACTOR TO PROVIDE ALL 2-6• P9c FL zo.oD I j j ( , P,� / I FITTINGS REQUIRED FOR CONNECTION. I ° . e o. z% °° r3 I I O CONTRACTOR SHALL TIE 11 LF 12• RCP STM. SWR. TO caxalnE �R.ATE N 1 � I 237 LF NDS-¢ PROP. 8•X3 TS&V IXIST. 10'x6' BOX AS PER INSET "A` THIS SHEET. Flow FREt(OH FL 12` 19.75 I PROP. 43 LF 1S• STM, DRNN O 0.75% PROP. S7 LF 18• STY. PROP, 54 LF 18• STY. � �� B , swR. o 0.3 P p . O O.i6% SWR. o DzsX I / O CONTRACTOR SHALL LOCATE AND PROTECT THE °t iE zs.e{ FL 2288 _ 2 I EXISTING UTILITY UNE AS NECESSARY. ANY AND ALL R,o ?{i�i z:si � � � � i DAMAGES SHALL BE REPAIRED TO THE SATISFACTION R ]6'(E) ,a9J �� rej,s° �� e I ,•° 9 PROP. AREA INLET p p IN R°P s' nRE TER O I SEE SHEET' SPROt / / OF THE OWNER AT THE E')ffxENSE OF THE CONTRACTOR. o w•(x1 ,am TG P7,70 PRIX°. AREA INLET TG z7. � FOR CROSS CONTACT ENGINEER IF CONFlJCT EXISTS. + ,a(xas) +J.{] FL 12. 24.8B ISEE um nxlsA I R 15. 22.18 FL 15. 2204 FL 21.59 P IN FL 18• (W) 21.30 or. r Cou. sER. i SEC110N •A -A• / O FOR A(L ACO TRENCH DRAINS, CONTRACTOR SHAM m ' � FL 18. 21.78 TC 27.40 FL 24• (NE) 20.37 fsEE uEr ears) q 10 �. Ra. flrn ° I ;�� � 21 as ' q R��E THE ENGINEER WITH A SHOP DRAWING FOR 9 PROP. 20 LF 1S• siLL I CONTRACTOR SHALL RE i2 ❑ SWR O 0.32% �, /�� I 72' RCP Sill. SWR. TO ( i�'� O I I za• RCP (s�°E� ie zo / STORM SEIYER LEGEND: ' EXIST. S'zY BOX AS PER WSEi •A• THIS SHFET. FL 1Y 228a1 FL 1S• (SW) 2242 ��• � I I 8 - / rnV � Ew6i. R 5'%]' _ HD _ � 15• SSO 23.94 F.F:� '�,� I 1O. PROPOSER 13 LF t2. 57M. SWR. O 0.44% x - � I t� 2240 ❑ n sxr c e ` I i �� n Rop. AREA Q1A7CH GCS; sw�R.'o 0 4�4(i z• srM. � I / 0 R 2{' HDP (E) 21.55 4 8 I INLET ) _ BUIL�Niir F.F. \ ���///--- ❑ 2. PROPOSED 33 LF 12• STM. SWR. O 0.44% ��'e.� �l / � � i i 4 \ ❑ \ Is[�2��w.)ws) TG 28.10 � 24� O � / � ta+.v 3O. PROPOSED 24 tF 12' S1M. SWR. O 0.44X / Ft 24s4 / 4O. PROPOSED 22 LF 12• STM. SWR. O 0.44X . �G 4 \ PROP. 29 LF 12' FRENCH ORNN O �00X ���- � O� x ° � � � \\ 4 pSWR PC �; ��• �• 20 LF NDS-¢ FLOW /. I PROP. GRATE INLET / Je swR FRENCH GRAIN O 1.00% '�• �• O O•µ% 12 LF NDS-¢ / / �.• O PROPOSED 7 LF 8" STM. $WR. O t.00X J\\ s•x] ca (x ii� BUILT ON EbST. t oP� �W ��H PROP. AREA � � .m s c.e.. (s v s , X , 8• PI \ (� uEP Puxs) PROP. AREA INLET DRAIN O 1.00X INLET /, y W. TG 27. 8' PI (+ww wPr.) FL 25z0 '� O / O PROPOSED 7 LF 6• STM. SWR. O 7.00% \�<w �' W. � I �\ � Go FL 24.37 4.88 / / j xk, PAINWATER \ B. ❑I � FL 25.00 \ *r NG TANKS � ,� 9� \ � Tc z7.sD FL zS.Oz e v / / / 700. PROPOSED 12 LF 12` STM. SWR. O 0.44% �SCHEYA7IC \ \ � FL 12. 24.10 FL 25.iQ / / 8. PROPOSED 10 IF 12` RCP STM. SWR. O 0.44% TOR PIPoNG `` '�' , FL 15. 24.10 5 LF NDS-¢ FLOW 7 / - / \ I PROP. RATi / \ PROP. 4B IF 12• SIM. FRENCH DRAW O 1.00% 8 PROP. AREA INLET' 9. PROPOSED 28 LF 12" STM. SWR. O 0.44X SWR. O 0.4 p% \ INiET \ �- \ PVCPO 1.00X WN. c s s. 12 .AFL 12"90 FL .80 PROP. 8 LF 72' RCP xoP. B• SM sxa. - / / /. u� STY. SWR. O 0.44% l \ 1 � R. z{.se (N) 24.05 � FL 24.55 `' (sEE uEP Puns) lO i6 7 FL 12" E 21.35 / I I � �� is S , ur \ \\ � PROP. CRATE 4 (]6ao w.Fc) FL 2s.07 () / OPROPOSED 22 LF 12` STM. SWR. O 0.44X . �-=� TG z7.46 n g�� a a> z�yz \ IN � \ TG z7so FL zs.ao z9 / / - 7"° \ � n 'i�3 c°.� (s) � ❑ 13! .GRATE INLET •a`O / , ©i PROPOSED 30 LF 12• STM. SWR. O 0.44% FL 22.33 FL 24.44 FL 24.32 PROP. AREA INLET CONTRACTOR SHALL liE tY PROP. PROP. ARFA INLET a' / FL .4i a I� ( �. '��- 14 FL 21.45 �' / 0 / RCP SiM. SWR iD EXIST. ^ PROP. 140 lF 8• PROP. J' x \ ° 5'x3': BOX AS PER WSEf 'A• TG M.P.G. 3 C SOR28 PJC SW. FL 4• (N) 24.95 F'L 4• (N) 24.93 sF• / / QPROPOSED 16 LF 72" S1TA. SWR. O 0.44% TC�1W-12 PROP.. B. LF 4' PROP. GPATE IN \ FL 72• (E) 24.28 / PVC O 1.00X MIN. THIS. SHEET. FL 8 25.00 7C 27.25 . O 0. FL 12• (E) 2420 Ie' xcr -� / FL 4'(N) 23.05 FL 72" 24.81 1 �' 9 F� S• 25.25 � \ PROP. PREA INLET 2 � 13 PROPOSED 23 LF 72" STM. SWR. O 0.44X FL B'(S� 28.18 c� FL tY2231 7 +s ENsr. s',Y 3 ]It PROP. g• yW; SWR: 1. � O _ R�2]°3e� � TG 26.90 � o PROP. TRENCH FL 12"(E) 78.79 � ° r(yU^ , REF. INSET •B• - P ° I � `) - '� ^°.' 'w L�SP� LL 7258 fsEE usP Pu++s) 10• � � PROP. GRATE INLET BUILT oN / / ®PROPOSED 16 L£ 12" STM. SWR. O 0.44% TO 4E'.W. R t0 SWR O 1.00% � 2 S 4 \ •Q IXIST. 12' RCP x ) BROOKS & SPARKS, INC. CONSULTING ENGINEERING TEXAS REGISTERED ENGINEERING' FIRM F-880 21020 PARK ROW PHONE.• (281) 578-9595 KA7Y, TX. 77449 FAX: (281) 578-9886 SURVEYOR'S NOTES i. THE BEARINGS SHOWN HEREON ARE BASED ON THE PLAT "BROOKGLEN STREET DEDICATION" RECORDED UNDER VOL. 198, PG. 76, H.C.M.R. 2. ACCORDING TO F.I. R.M. MAP N0. 48201C0940L (COMMUNITY-PANEL.NO'S 4803070940E & 4854870940L), MAP REVISED DATE: DUNE 18, 2007. THE SUBJECT PROPERTY LIES WITHIN THE AREAS DESIGNATED AS ZONE "X" UNSHADED. DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOOD; AND ZONE "X" SHADED. AREAS OF 0.2% ANNUAL CHANCE FLOOD; AREAS OF 17 ANNUAL CHANCE FLOOD WITH .AVERAGE DEPTHS OF LESS THAN 1 FOOT OR WITH DRAINAGE AREAS LESS THAN t SQUARE MILE; AREAS PROTECTED BY LEVEES FROM 1� ANNUAL CHANCE FLOOD. THIS STATEMENT IS BASED ON SCALING THE LOCATION OF THE SUBJECT TRACT ON THE ABOVE REFERENCED MAP. THIS INFORMATION IS TO DETERMINE FLOOD INSURANCE RATES ONLY AND IS NOT INTENDED TO IDENTIFY SPECIFIC FLOODING CONDITIONS. 3. ALL UTILITIES SHOWN HEREON ARE LOCATED USING "APPARENT &VISIBLE" EVIDENCE BY ON -SITE OBSERVATION UNLESS OTHERWISE NOTED. 4. ALL RECORD UTILITIES PLOTTED FROM DIGITAL FILES PROVIDED BY BROOKS &SPARKS, INC., PROJECT No. 726-0079, FILE: SAN JACINTO COLLEGE CENTRAL CAMPUS MASTER PLAN, DATED MAY 15, 2007. 5. THE SUBJECT TRACT IS AFFECTED BY THE CITY ORDINANCES AND ZONING REGULATIONS FOR ZONES "R-3" OF THE CITY OF LA PORTE, TEXAS. 6. THE SUBJECT TRACT IS AFFECTED BY THE CITY ORDINANCES AND ZONING REGULATIONS FOR THE CITY OF PASADENA, TEXAS. REFERENCE BENCHMARK: RM 020255 - HCFCD ALUMINUM DISK STAMPED "B112 BM 03" ON BRIDGE AT SPENCER HIGHWAY AND WILLOW SPRING BAYOU LOCATED ON DOWNSTREAM SOUTH CONCRETE WALK AT THE CENTERLINE OF THE BRIDGE INKEY MAP 538Z IN THE ARMAND BAYOU WATERSHED NEAR STREAM 8772-00-00. ELEV.=24.11' (NAND 88, 2001 ADJ.) TEMPORARY BENCHMARKS: TBM "O" -BOX CUT ON "BB" INLET LOCATED IN THE WEST R.O.W. OF LUELLA BOULEVARD t433' SOUTH OF BAKER DRIVE. ELEV.=23.98' TBM "Z7" - 80X CUT ON CONCRETE BASE OF LIGHT STANDARD LOCATED t41' SOUTHEAST OF THE SOUTHEAST CORNER OF THE R.S: SLOCOMB FINE ARTS BLDG. ELEV.=30.29' FL 27.54 FL 28.22 PROP. 8 LF � ❑ ❑ ❑. FL 25.32 ❑ ` �uROP +emu coxoExvaE i6-xs ]+ ° / .� � ©5 PROPOSED 22 LF 12 STM. SWR. O 0.44% R• 2{.50 xcr (9) 2S x6 PL 12• (W) 24.33 / RDP °• �•((�• � R 10" SR. (N1 225+ LXi6i. R 12' 23.33_ I % NQTESi 10 FL 27.31 FL 28. PROP. 1rsENDH DRAIFi tsEE xEP Pw+s) R ,e• xcr (E) x, aJ / ©6 PROPOSED 22 LF 12• SIM. SWR. O 0.44% ' STYR. O 1.00%, PROP. 50 LP ACO K1005 FL 2520 mnsx cxx PROP. 50 LF ACO rttun f0 TG 27.90 �a�(xv�a�..w-- / ' /� VI p'TRE�tTGi' UR�AIN � K1005 P. TR CH TRENCH DRAIN PL 28.85 TRENCH DRAIN FL 27.14 PROP. 12• STM. SWR. / / � / • CRY SHALL INSTALL PROPOSED FlRE HYDRANT. W/ IN-UNE CATCH BASIN 1W/ IN-UNE CATCH B FL 21.37 / O O7. PROPOSED 12 LF 6• SfM. SWR. O 1.00X o � w/ W-uNE LUTDH Bash za3D PROP: TRENCH D`eAIN �-- --- -------� �- ---- - - � PROP. i5 LF tz / � CONTRACTOR SHALL MAKE 3 INCH WATER CONNEC110N I"z Z © �- sTu: 59R. o D. X / / BROOKS &SPARKS, INC. z _ 2z4B i PROP. AREA INLET AND INSTALL 3 INCH DOMESTIC WATER METER. 16 PROPOSED 12 LF 12" STM. SWR. O 0.44% U E o PROP. 71 LF 72' P P. TREN RAIN tv �P p / k OPROPOSED 23 LF 12` SRA. SWR. O 0.44% Ft 27.1a STY. swR. o o.0 z .eo % m F-880 m � �� � s ux � (l FL 27.14 - Ft 24'40 18•� / ryO' PROPOSED 3 INCH WATER METER SHALL BE A m � m ?' ax m JB � \�, � PROP. TRENCH DRNN � � Q �e � / NEPNNE R 9001 COMPOUND METER. n °• ax. Mj n.Jl RAIN ry - P CH N PROP. AREA INLET Ft 18.28 / �i' � OF j m o vt / P• H n m• cu. Is) J.Jx FL zzol Tc 9 ^ TG 27.E •� / 0 PROP. 7 LF 4' PVC O 1.00X MIN. p�.•••^"'••••• E,-�- � � ° t1 Z7.i4 FL 24.40 ' WATER METER SHALL BE INSTALLED ABOVE GROUND. �n1 •q � 27.49 � 1 l v__ � _ �. 50 (F ACO K10 S FL ZB.BS / �� / ..� rn. sm ux :• YlT �Kd w Ina PROP. SS LF ACO Ki00S 2&30 ._ _ __ _ _ _\., __. _� _ _ _. !!!///VVV y 4 �,,a, u„ TRENCH GRAIN PROP. TRENCH DRAIM TRENCH DRAIN .s m.2{{ TAPPING SLEEVE SHALL BE STAINLESS STEEP.. WRH SS � . / W/ (N-UNE CA7C)1 BASIN 1'Q-2'/;�'� FL 26.95 , W/ IN-LWE CATCH B N P PROP. 75 LF' 12• SIIA. / FRENCH DRNN / / n3s- r )+s as NUTS AND BOLTS •••••••••••••••••••••�* - t0 FL 27.31 FL 27.14 `'•. FL 28. TG M.P.C. SWR O 0.44X FL i6.27 - � _ •• PROP. 9 tF � � i FL 24.84 / PROP. SWR. � W. JOEL SEYBERT PROP. TR cH acP 6. 51Y. ` FL z4 (HWj 18. / TAPPING VALVE SHALL BE CLOCKWISE TO CLOSE .......................... ❑ C ❑ PROP. SO LF ACO N1005 � ❑ FL 25.27 8 ❑ - PROP. GRATE INLET BUILT / )TRIM- FL 2825- SWR. O 1.00% TRENCH DRAIN � 20'52 10 FL 28.40 ON IX6f. 12' RC S FL 4 (W) 16.00 'Ot 92999 � � TG M.EW. PROP. 'J• BOX --°'� W/ IN-UNE CATCIi BASIN 17 B \ O • \O FL 27.54 I � TG 27.20 7G zs.eD / ALL CONNECTIONS TO WATER AND SANRARY SEWER OOPa.,• � � • �"TM' ; 2 ��,r 7 7B \ PL 6' (N) 25so O FL t2' 0'4 24.33 s / LINES SHALL BE INSPECTED BY PUBLIC WORKS. 0 •^ /CENS� ' �' V FL 4' S 25.37 TG 27.40 EYI6T. R u' z].{st / � c"•'••. \ � FL 8• N 28.18 `"" ° ° FL 8' 25.40 18 FL 12• ( . 9 7 � 7 Op SS/.0.........•�NG �'A �4 NAL `\ FL 12 (E) tiFB.7B � PROP. 9 LF 4• 12` 2�.0 ( \ PROP/GPA7E ° 7 ° � ONN Et(ISLING INLETF�ILT LF.Fms-¢ // � r / REF. INSET •B• PVC O 1.00% YIN. Nwe �93% I ' I ° TG 27.4 PROP. SPY. SWR YH TG-2T.0J ° i,.. RNN OF �X n �(' .t . FL 2 • 34 tF NDS-¢ FLOW t ry a,y t '� CH FL ZS.47 " W GR17E TOP \ � 6•zs�s FRENCH DRAIN O 1.00% 'eia.74* Ff>� .c (x) a, •( T.37-- B � O FitENCH DRAIN / / "A �25 0 C.V5,2,.,8 \ FL24.92 FL,6.7D ,{,Fg'e ALLIED HEALTH R " to ; PROP. st LF 1z• PL z6.os / `ax*6iE-z; ; w / FlNISHED GRADE ce � ;£ I PROP. 24 IF SILL SWR. a 0.401G � a ii nV`rn (�) a.',s', / � / 15" PIPE TO STM. SWR• SYSTEM IRRIGATION PUMP A D D I iI O N tz• su. swR. \ STATION I yy1 �•�. yy� °• °"` +Y RCP � R 28.�� v 6 Ir NDS-¢ FLow �� � - J~(SEE IRRIGATION ��' ��. I � ��� L� �� �;<• ;, fRENCHORA1N01.00X o / ,z.P PLANS, SAN JACINTO COLLEGE d �. � ° � � � �' �-,5`PIPE HARRIS COUNTY, TEXAS . i�i z°:n I mxs w � cRA�zrJuur � SZ SZ R S'%S C.B.G (5) 2,.29 � ' 2J.{2 � i2' R!p (N) 2a3J Tu"•2J.32� 'a �' �� � R n• are (E) u6{ Y Rw (O as.a PROP. 24 LF 4' R Ir RW (xT a169 sn svm ux --•� T._- vl 6 •) I' � � -L PROP. CRATE (M.Er R rz Ro• (w7 2s.{J p9c o 1.OWF WN. / / ,R-z, a: � INFLOW PIPE FL 22.51 FL 22.51 '� � o ---•1 rn +cr -til Ft 23.40 �en alEi / /� a :i• n� i� Baez FL 22.51 36" ��- is-iB.]6 ( � / R ]c- Rro (xp �s.9s 36" PIPE 1 � � ]'%3' �.B.0 (x) 2 ..38 I R 12 (NE) 211] R t2' PVC (6f) ,9.26 •�• `� B.E. (6) 2, I Tc zz4o R 12' flW (5) 2a.f / � PIPE �" DIA °y. J\ FL ,Y cSE) 2329 PROP. STY. SWR. / FL 12' (W) ?2.35 FL 4• (SE) 25.8 / / STM. SWR. MH ❑ ❑ ° ( fur. 6xx xx. FL tz• (� 25.13 o / mli i I I °`,w I � Bay �Bi �, n s•x3' aa.G.. (x) zi:z6 m LY o� � FL 16.25 FL 16.15 n s'x3• e . (sJ zvze � EXIST. ALLIED HEALTH BUILDING � gg• piq• FL 16.75 Is Rw (Vq BxxBtE ro oEruE � I `+ CONTRACTOR SHALL TIE 12• / 96` DIA. i N RCP STY. swR. TD E%IST. FF=28.58 � e STM. SWR. MH 16.25 S1M. SWR. MH S'x3' BOX AS PER INSET •K _ THIs SHEEP. �e 2 Rtv �• RQ, • � WBi�L26Zxb•52125t PAVERS (TOW) a / a� 3' � r RAINWATER HARVESTING TANK SCHEMATIC ° 3 u/G EtECIRIGL SERVICE / °)ym• / � � N.T.S. TD AWED HEAI.iH ADDtRON m IN 4• QDNDDiT �� � �- � � TI LITI ES PLAN _ v _ oxcREre I �°cwilos�n�ss39] T.x SOLID TOP PLATE / .� , PROP. 4-y5 O 6` m.swR ux. s��F rt �{�� r-��....,�°. 00CG,°, - O C-C N1TH LONG. EXIST. CONCRETE BOX CULVERT N07ES: mv4 zssao ( , v° � BARS O 6• C-C a'zCiM zB.ifi{ i�f � �' - 1. HOLE CUT IN WALL OF 4'x3' BOX TO BE � � NEAT AND DONE IN A WORKMAN LIKE � ' D: m. sxx. ux. � FlLTER FABRIC / / � {z' eCP (xE) ,6.31 MANNER. 1<i�Are Tm x (Sx) f6.50 a Pc - � �()" �� � R / 2. TIE COLLAR STEEL TO LONGTUDINAL AND NO. DATE REVISIONS BY " R +B�rs (x�' j 18�s{s 0 I I •.• �i�--�j• / . / Y t � / / y, DREAK OUT CONCRETE •� I FOR COLLAR CONNECTION EWPTiCAL STEEL WHERE APPLICABLE. sure i w � _ .� -, ) 3. ALL REINFORgNG TO CONFORM TO • .D R 9'xt CaC (6) i,:,9 I � PROP. 12. OR PROP. 24` Iy5 ASTM-A-615, GRADE 60. ALL •� n JUNCTION BOX INSET "B" N.T.S. 24" RCP STM. O 6 C-C LONGITUDINAL STEEL SHOULD BE OF SWR. - ADEQUATE LENGTH TO PROVIDE LAP TIE a. ALL CONCRETE sHALL BE Cuss 'A`. DRAWN BY: QLY CHECKED BY: SPG 3. �• �-��-- 4000 pa(O 28 DAYS. z4• DESIGNED BY: SPG APPROVED BY: WJS INSET "A" PROJECT N0. 229-254 DATE: MAY, 2010 N.T.S. SCALE: 1" = 50' SHEET SPR. 02 OF 4 ZT 3 d' N m ✓� � � I � X o � a O ~ � X � � I X) CV 3 � � (V W _ � W I 0 � Q X J � tT O 3 �_ � X V_ � W (n �_ J � ( � X .� 3 U � �� �' � Ln I N X N / 3 >- -o Ta O ��O � � � I � IX Q r� CV [� � m � � / � O v X N OJ � - o � � s_ � � Q � � � U LL � BfOOks 8 Spafks, 1nC. STOR.\I SEtI'ER DES[G� ConsuJr/ng Engtneering Project In/ormalion HOL 9taAinO Ele, iAl `V� IA I'.. IHe H1nW�tien A1',n Co AI. In Absoiutalt l�tn[hr. .c H 2c» FAatch CC In Ccs f..lDrin" ' az t m. slam .A' Min. TC n I: C= 77J27 Ce9.prM: :.1 U9:a '.2TR010 Dafaulin :C13 d= 77.t0 i:hccn«d: SP3 3 5i27rt010 DMauII JvnGicn K. `ll;. a- 0.01 From Arta Te flow Dlam. Diet INLET/ ' Ld.H. laun) (min! (da). Pipe or Deaign (fl) Area. Reran C aroa I RmN Shape Riea :Dan n s1oDe Cep s"rt To No. nmr. p/pe pnlhr) ARE. (RIB) pn). M3 Dy (eN3 Ro7en INLETI M.H. caa. 'I iorU (fly Cum. 1 C ]i 2090 _cam. 016 0 1 CB 000 Jto R 12 001) OJS 2?' • 2 0 ]6 20.90 9 f5 29 2 9 10 13.A2 � 0 J1 =i O6 O.i6 '2x R t2 0013 0:J 2i7 3? 3 r, 18 23.98 CJ7 ' J D7? 2039 Dm e2 A3 O6 019 Jt2 R 15 9017 037 3iZ 8: D1s 2D 6E 067 u7 1 0 73 11 J7 0 25 iJ' F1 08 OJr JCi R 1E 0017 077 ?72 32 -: zl ea � oa3 �79 _ 0 � 21 03 : 0 29 73 -, ea ola c R to Dat7 ox5 :n u C 2 27.T 02 2Zi � C )1 19.JJ _ 0? 26 ^� Oa 025 JO R 2J OOiI Cla 9r,2 2: \S, R 033 1970 10E 2?) -'--- otD 2i s] '- o Jz a -� Oa 000 1C) R 12 OOt3 OJl Z37 f9 ::.St1F 0 t0 2f 87 0 )i tC --�0 3 D ]' 21.2E 2? to 0.8 O.Oo J O6 -SV:'R 0 77 27 2b 0 23 9 0]a 2/J1 02b 0 A9 OB 000 ldi R 12 OG3 OJJ 277 s.:R a7a ztli cze 10 0 IO 1151 0 32 0 :.t0 Da Ono JC3 R 12 0013 nJl ]3r II :: S'.:'R ,7 iD 21.E7 0 32 11 n 9 to zt.57 D r< C :,tt OB OOo J03 R i2 003 OJJ <_. it zsv:r. 0t9 zt s7 932 it 12 073 2939 Of0 0 kt3 0.0 000 Jtt R t2 DOfI OJJ 237 2J 13 C ]3 2D.39 0 IC xJ 1? 0 li 2?.a2 U 0? ?J At) 0'c OOo 386 R 12 ODi) OJJ 237 22 X�S:'aR ON 2382 013 J5 iJ 01a T2.39 037 A.il OB 000 397 � i:SSVR a is 22.39 0 57 Brooks 6 Sparks, Inc. stotz\[ seeT:R DEstcs Consulting Engtneering PmJect lnlormat on H L taN gEla':. AI '!r� cl :t� I' des an+AddSon Air Co ar ft. `JA AbscMalnta sa/fi Trl �c.N-2 Ji ImcACC F: �y_A Des9n Sroml: '7 [ m: _�stam B' 7 clmm): b = 71�27 ces gn�a� cu' Dal-, �27nem calnuu n'. aav a= t713 Chackad'. E Dz1a. E+77YG0 De(aull JuncOen K. WA e= Odt Fmm Ama Tc Fiow Diun. Dist INLET! M.H. peroa) Imin) Iefel Pipo or Dnign Ifll Amn Reecn C Are. 1 Rnrn Shape Pom Span n 91opP Cnp san To No. AAV. P/ye pMlrl AW pLe) II^I IRE (°A) Idol Rrttn INLET/ M.H. Curt. lalal Cun. (flj Cum. I D Di ZD 9n 0 1G 0 91 08 000 J.10 R E 0013 t.CO 9E5 12 ' O C: 20 90 0.15 12 2 oGt 23 a2 9C) 12 B2 08 00] 3a5 R 12 - 001? OJJ c3? t2 J o 05 23 89 0 19 2J 3 OG 2061 913 2J B3 08 007 Jit R 12 0013 OJJ T37 3 i.!H DIO 207J 03] Jr J OC8 21 At 02d 0 BJ De DDo J95 R 1z Doll oJJ r7 1 r.+H oGa nJ1 oze sl I.iH 0 09 23.22 O GO e.'c ernes ur: Da oT3 3aJ R 12 Dal? cu z)7 n 19 0 t3 2J tC .�� 0 e9 169 i 0 05 20 9G 0 16 0 E8 9a OOD J10 R e 0013. t00 CEb 29 JB 005 2090 O16 TG JB OCO 2382 OCO tag PJB 013 Oa Off ?8a C?9 R 12 0013 OJJ 237 13 0 0 2? 23 9t O i6 202 5 DG ZD 6r Otl 0 _. 0.8 000 J.12 R 001? 109 C85 7 ' OG 29 c1 0.n 7 D Gz zazz 9.D> T 9' Oa OOJ 396 R 12 0013 OJJ 237 32 a 9 c5 z3 ee G t9 39 8 oC; 2_a2 C1a 2Jt s8 78? Oa Ola 38J :': R 12 0013 CJJ 237 TJ 9 0 3= 2J CO 1 1J 2G5 9 0 i6 23 82 Cis 2ai B9 08 013 38i R 12 OOi3 CJJ 237 22 13 D11 T395 131 28r iC O G TO Er 0 13 0 219 G8 000 1.12 R 5 OG3 100 08fi 7 11 O G 20 67 0 i? 7 ti 003 2382 009 ] B11 0a OG 395 R 12 OCt3 CJJ 237 12 JB 007 238G 022 19 JB 009 2382 C00 19 BJB OB 007 705 R 1T 0013 CJJ 237 72 12 007 2389 CT2 9t 12 OG 2382 012 91 812 08 OJO 303 R 12 C013 OJJ 237 J9 v on zJ c2 D35 uD ... u u _: s2 1 e3 � 9u;Re as c25 )al R r. 9au e _ 2 ) �- I Or Z= 10 J 35 `' IS �� 901 2??2 r 09? 915 OB C2a 38J R. IS OGJ 0 "2 .'0 t7 19a z: tc J:a =»G I - Is D cz zc cT - o or c 915 Ca 000 J 17 n 12 001J CJJ _. 29 a] o G2 TS O=_ o r, _ 2a t7 092 2: _2 005 91r G9 015 ?do ^ n i5 991J Ul3 .IJ t8 1�12 2: 9a J=1 ot0 i8 001 2: E2 V07 6i`+ eta Gs ozl 3aJ R 1a oau o<. ._ r) 19 f I7 2..C�i 3 cJ 19 0 G 2: B2 _ a 12 - 59i Big 90 OJ? )a3 R 18 O.Gt7 025 __. ' 20 i i] 35r; 78J 20 0 02 2: E2 0 O6 ''J BZO C C]2 ".?l n. 1:] OG! C _.?7 '. 21 I is - )� j>' _, _ _1 om z z a, J : � � 3. T2 ) 2: � I 7 � �U, 1 T B2. 0 2J I C J I I I --T 1 - CP 15. � 10 1 I .I_ _._ _ �__ _ . _ � n<_ I n . I. � .., .a � 0 ^.Z �_ L � C Cr I { 26 o r _'_ �0- -� _ � ._I__ ..__ ..__� „2T � 25 � 2 _ -!-� 091 2:��4 00_ ,- so B26 ca cs5 :G3 ^ .. 12 Gan i o»J i .. z7 27 0 9t O 17 _ �3 _ ��� 2r 1 o9_ _ z� ' Dog � :n a Bra ca c I. 33; R 12 o9tJ a - 7c om z 9: azz �_ _ _ _ 2a 91C 2'r? I 032 -_ I B29 08 (OC :C7 R t0 OOt3 � r, .. ti:J 7i 0 10 21 E? ( O 32 29 Oi9 2'. J5 OEO - '] B29 02 ICO 396 R t1 Oat:: CJJ _J 0 ?D o. t^ 2l :5 DGo 9 30. oG� naz om s 930 Oa 100 )36 R 12 0017 OJJ 2J7 ' 3� 0 c0 218T 0 E7 � O _t o0t t{JJ OOJ 0 B?i 93 (.00 J27 R 12 9.013 O:J 2. K Dot ua os? ri J2 OG 2182 903 18 e?z o2a oa I C9 ?a5 c53 R f2 c9u o:J <. G on xlso 070 3l 001 13 JJ OG? C B?? Oa 100 1T3 P. 12 9.OtJ C»J 2?7 ti 3J aa1 13 JJ o03 __ ti 31 001 2382 003 30 B31 92. CB t0a 735 9�C R 12 a017 O.:J ._ 7i 021 2390 0]G 70 .� OC7 23 a2 009 -'0 e35 0i' Oa �-00 3"a5 D_: R 1a 0013 OZ5 _. GP 0 JJ _ 1 JO 7U lG 005 2t 05 020 B29 03 �100 :03 OP 000 2t 09 020 BRooKS & tSPARKsa live. CONSULTING ENGINEERING TEXAS REGISTERED ENGINEERING FIRM F-880 LEGEND: 2f020 PARK ROW PHONE.• (281) 579-9595 KA7Y, 7X. 77449 FAX: (281) 578-9686 ' ® AREA No. SURVEYOR'S NOTES: ` AREA (AC) 1. THE BEARINGS SHOWN HEREON ARE BASED ON THE PLAT °BROOKGLEN STREET DEDICATfOM' RECORDED UNDER 0.09: CUMULATIVE (AC) VOL. 198, PG. 76, H:C.M.R. 0.2Y CUMULATIVE (CFS) 2. ACCORDING TO F,I.R.M. MAP N0. 48201C0940L (COMMUNITY -PANEL NO'S 4803070940E & �4854870940L), MAP REVISED DATE: DUNE 18, 2007. THE SUBJECT PROPERTY LIES WITHIN THE AREAS DESIGNATED AS ZONE "X" UNSHADED. 'DETERMINED TO BE OUTSIDE THE 0.2% � � � ■ � O � � DRAINS TO STORM SEWER IN ABSHIRE DRIVE ANNUAL CHANCE FLOOD; AND ZONE "X" SHADED. AREAS OF 0.2%.ANNUAL CHANCE FLOOD; AREAS OF 1% ANNUAL CHANCE FLOOD WITHAVERAGE DEPTHS�OF LESS THAN 1 � � � ®� SUB -SYSTEM "A" AREA FOOT OR WITH DRAINAGE. AREAS LESS THAN 1 SQUARE 4D D 20 � MILE; AREAS PROTECTED BY LEVEES FROM 1% ANNUAL � � ® ® DRAINS TO STORM SEWER IN LUELLA BOULEVARD CHANCE FLOOD. �� SUB -SYSTEM "B" AREA SCALE: 1"= 40' THIS STATEMENT IS -BASED ON SCALING THE LOCATION OF THE SUBJECT TRACT ON THE ABOVE REFERENCED MAP. THIS INFORMATION IS TO .DETERMINE FLOOD INSURANCE RATES ONLY AND IS NOT INTENDED TO IDENTIFY SPECIFIC FLOODING CONDITIONS. DETENTION BASIN SHALL BE PROPERLY OPERATED 3. ALL UTILITIES SHOWN HEREON ARE 'LOCATED USING AND MAINTAINED BY PROPERTY OWNER. "APPARENT &VISIBLE" EVIDENCE BY ON -SITE OBSERVATION UNLESS OTHERWISE NOTED. 4. ALL RECORD UTILITIES PLOTTED FROM .DIGITAL FILES PROVIDED BY BROOKS &SPARKS, INC., PROJECT No. DETENTION SUMMARY 726-0079, FILE: SAN-JACINTO COLLEGE CENTRAL CAMPUS MASTER PLAN, DATED MAY 15, 2007. 1. ORIGINAL POND VOLUME = o.s7 AC -FT 5. THE SUBJECT TRACT IS AFFECTED BY THE CITY 2. ORIGINAL RESTRICTOR = 24" PIPE ORDINANCES AND ZONING REGULATIONS FOR ZONES ' 3. ADDITIONAL IMPERVIOUS AREA = 0.5t AC "R-3" OF THE CITY OF LA PORTE, TEXAS. 4. DETEN110N STORAGE RATE = 0.55 AC-FT/AC 5. DETEN110N STORAGE VOLUME REQUIRED = o.2a AC -FT 6. THE SUBJECT TRACT IS AFFECTED .BY THE CITY 6. REVISED POND VOLUME = 2.23 AC -FT ORDINANCES AND ZONING REGULATIONS FOR THE CITY OF 7. REVISED POND -ORIGINAL POND =NET STORAGE 2.23 AC -FT - D.97 AC -FT = LT6 AC -FT PASADENA, TEXAS. REFERENCE BENCHMARK: RM 020255 - HCFCD ALUMINUM DISK .STAMPED "6112 BM 03" ON BRIDGE AT -SPENCER HIGHWAY AND WILLOW SPRING BAYOU LOCATED ON DOWNSTREAM SOUTH CONCRETE WALK AT THE CENTERLINE OF THE BRIDGE 5' soD' � - s' soD INKEY MAP 538Z IN .THE ARMAND BAYOU WATERSHED NEAR STREAM B112-00-00. TOP WALL 2s.00 ELEV.=24.11' (NAND 88; 200T:-:ADJ.) soD HB 26.8 s¢ PLAN TEMPORARY BENCHMARKS: FG 20.25 FG 2o.z5 TBM "0" - BCX CUT ON "BB"' INLET LOCATED IN THE TOE zt.oD TOE zt.00 Aim WEST R.O.W. OF LUELLA BOULEVARD f433' SOUTH OF BAKER DRIVE. ELEV.=23.98' FL 19.25 TBM "Z1" - BOX'CUT ON CONCRETE BASE OF LIGHT STANDARD LOCATED t41' SOUTHEAST OF THE SOUTHEAST CORNER OF THE R.S. SLOCOMB FINE ARTS BLDG. 23.2' to' Bio-SWALE y3,y ELEV.=30.29' ' f.��!'�Ifr:IF9 CROSS SECTION "A -A" N.TS IXIST. i8• STM. - FL 20.70 ��• FL 21.21 TOE 21.00 _ ' PROP. 24• STM. SWR rt PROPOSED BIO-SWALE O MIN //'SLOPE 075% FL 1829 / _ ene E%IST. 24• STM. SNR.. i- -.. S �3w�"'�'r""" . "'t' �-"T*T"'"T^ �, 4 .� w -� �s,.. r ' FRENCH DRAIN FL 76.70 NDS- 32 LF NDS-Q 237 !F NDS-Q S'YSfE FLOW FRENCH FLAW FRENCH DRAIN O 0.75X DRAIN O 0.75X . FRENCH DRAIN ' Fi. 16.27 CROSS SECTION "B-B" NTS EZFlAW FRQJCH DRAIN FRENCH I (¢-tao1F) fl- SLOPE COMPACTm EARTH O 1.5X MIN. TOWARD DRAINAGE PIPE Brooks 8 S arks, lnC. STOR\f SE\t7:R Dl:s[G\ Consulting Engineering Project Inlormation HG! 9UfUn0 Ele•: 1Ai'. Nrh Pmj>d Amax HaalOt Adaamn rain corer �e): v:a wsaala vleAartt dnm0- Job No. 214.cJ klatch C cr F: YA Cas�gn Slenn 3 sys;am. s;a�nre• ton mlmm;: b=-n.z7 Des:gnad. CLY Cata. a'27.207C Dalauit n: 0.013 d= 17.10 Checiod. S Cale. 5'27.201C Cofaull Jonnucn K: V_A a= 0.81 From Area Tc Flow Diam. D'ul IxLErI M.H. taRcrn) (min) (cfi) Pipe or Dnign (fl} tun tarn C Are. i Rmm 9hap" LBn Span n 91ape Gp sort To No. Awl wpa pNhr) AW (Kral Iln) LB) (%) Ida) RWI INLET! M.N. - cw. rasa can Ifll cm. >: ,>ftE.1 1J a: ?102 27.60 81 0"" 000 332 R CP iJ a1 7108 2760 _ 0.�8 __ 2382 t.?J 0 CP 21J CG ODD 7a6 559 R 2J 0013 0.18 962 70 nJT 17.5E - 17 a2 76 63 30 FL ~�/ 2a• SWR. 10' BIO-SWALE PROPOSED BIO-SWAI.E MATERIAL (REP. LANDSCAPE PLANS) i � � • •••• A ti ,� ��� � �;^ ;<, � • � • • :�• "1� t a aaaaaaaaaaaaaae�a�r•aaaaaaaaaa�r• TO ARRANGE FOR LINES TO BE TURNED OFF OR MOVED, CALL CENTERPOINT AT 7t3-207-7777. PRIVATE UTI[_ITY LINES SHOWN AT LEAST 48 HOURS BEFORE EXCAVATING IN STREET R.O.W. OR EA6EMEM5 CALL THE LONE STAR NOTIFICATION 773-223-4567. Dote: PROP. 30 LP CenterPoint Energy/Electric Focilities 12• SIM SWR (Approved only for crossing underground ductlines, unless otherwise noted O 0.44X Valid at time of review only. Date: SBC Approved for underground conduit fdcilites only. Siqnoture valid for one yeor. Date: m CenterPoint Energy/Gas .Facilities c a (Gas service lines ore not' shown) .-.� �� BROOKS &SPARKS, INC. F-880 NN r<'�' QA .tE..�F..TE'�4n. ........................ W. JOEL SEYBERT �'"F���CENS��;'��'� �d ALLLED HEALTH ADDITION SAN JACINTO COLLEGE HARRIS COUNTY, TEXAS � � i � � . �_ NO. I DATE I REVISIONS I BY � DRAWN BY: OLY CHECKED BY: SPG DESIGNED BY: SPG APPROVED BY: WJS PROJECT NO. 229-254 DATE: MAY, 2010 SCALE: 1" = 50' SHEET SPR. 03 OF 4 -N- PLANT SCHEDULE Ott. Off '- TREES QUANTITY COMMON NAME BOTANICAL NAME SIZE BC 14 BALD CYPRESS Taxodfum distichum 65 GAL, 4" CAL SINGLE TRUNK, 12'-14' HT, 6'-7' MIN SPRD MS 6 MEXICAN SYCAMORE Platanus mexicana 65 GAL, 4" CAL SINGLE TRUNK, 12'-14' HT, 61-7' MIN SPRD LO 10 LIVE OAK .Quercus virginiana 65 GAL, 4" CAL SINGLE TRUNK, 12' HT, 6'-7' MIN SPRD PC 10 POND CYPRESS Taxodfum ascendens 65 GAL, 4" CAL SINGLE TRUNK, 12'-14' HT, 6'-7' MIN SPRD RM 7 - - RED MAPLE Acer rubram 65 GAL, 4" CAL SINGLE TRUNK, 7' 12',,W HT, 611MIN SPRD CM 32 CREPE MYRTLE •a Ls indica am.rarowax agerstroemi 30 GAL, 2" CAL MULTI TRUNK, 8'-10' HT, 4'-5' MIN SPRD RO 2 RED OAK Quercus shumardii 65 GAL, 4" CAL SINGLE TRUNK, 12'-14' HT, 6'-7' MIN SPRD RB 3 RIVER BIRCH Betula nigra'Dura Heat' 30 GAL, 2" CAL MULTI TRUNK, 8'-10' HT, 4'-5' MIN SPRD LG 5 MAGNOLIA'LITTLE GEM' Magnoll IiBle gem' 65 GAL, 4" CAL SINGLE TRUNK, 12'-14' HT, 61-T MIN SPRD GRASSES & SHRUBS QUANTITY COMMON NAME BOTANICAL NAME SIZE SPACING/ NOTES GM 163 GULF MUHLY Muhlenbergia capillads 3 GAL 2.5' O.C. HT 74 HORSETAIL REED Equisetum spp. 1 GAL 2' O.C. LI 35 LOUISIANA IRIS Iris brevacaulls 1 GAL 2' O.C. DA 14 EVERGREEN DAYLILY Hermerocalis spp. 1 GAL 2' O.C. BIOSWALE PIANTING QUANTITY COMMON NAME BOTANICAL NAME SIZE SPACING/NOTES BF 236 BLUE FLAG IRIS Iris virginica 1 GAL `I LF 141 LOUISIANA IRIS TULVA' Iris fulva'yellow blooms' 1 GAL 18" O.C. CR 798 COMMON RUSH Juncus effusus 1 GAL 18" O.C.I NOTE: CONTRACTOR TO VERIFY ALL QUANTITIES It CONSULTANTS Structural Ergineer Haynes Whaley Associates, Ina 2000 W. Sam Houston PkwI S. Suite 1800, Houston, TX 77042 Phone:(713)868-1591 Fax: (713)868-004? 6 MEP Engineer ti JSE Consulting Engineers 16225 Park Ten Place, Suite 810 Houston, Texas 77084 Phone:(281)945 4545 Fax:(281)945 4549 ;a Civil Engineer " Brooks &Sparks, Inc. 21020 Park Row Katy, Texas 77449 Phone:(281)578-9595 Fax:(281)578-9686 Landscape Architect Jarreau &Associates 3346 East T.C. Jester #B 24 Houston, Texas 77018 Phone:(713)682-5299 NO I Fax:(713)682-8344 Technology Consultant Tech Knowledge 6575 W. Loop S. Suite 110 Bellaire, Texas 77801 Phone:(713)840-7800 Fax:(713)840-7801 1�ZE OFOtt * ',*pi 5/21/2010 O O MOO CID Cu Cu CIO O � LL TT� � � J y ' L U C ■ 00 e� BAY C�IITECTS 78201 GULF FREEWAY 891209 I-1OUSTON, TEXAS 77289 281.286.6605 ', PROJECT NO. 0822 DATE: 5/21/2010 ,� DRAWN BW CHECKED JAJ,HID ;