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HomeMy WebLinkAboutSAN JACINTO COLLEGE CHILD CARE LAB SCHOOL SITE PLAN0) 3 m o � Z m ff n E X w - o a 3 0 Q O i x I � 3 m I x +T 3 -o Lei U5 i x o� 3 o= c� M X 3 I n 3 C 0 H {m - Nz 0 z o OU a t 0 a r- In w (.0� W ig F = m 3 D- w Qz J0 1, 1- 0 In �o U I D- z O_ 00 Cn O O � W ) 0 U O� OQ I J N 0" O 0 M 0 x r c0 d' �N U) � 3 TO -0 � O a- 0 �I X 00.. O 0)cj� o m N V X ° p Q) L -0 Q a M / U O W � EXIST. 12' PVC IN 12712.7 E 903.9.1 TBM "A" I I ELEV.=29.78 PROPOSED SUBDIVISION OF _ NAVD 88, APPROXIMATELY 2001 ADJ. 0.929 ACRE FOR SAN JACINTO JR. COLLEGE CENTRAL CAMPUS CHILD CARE v' LAB SCHOOL W I o a- 0 ~I di I \ I`I ExsT. ,2 P c 1 I PROP. I, UNDERGROUND POWER LINE PROP. 12" HDPE PROP. 18" HDPE II 3 VAMP N ?\ TRACT 1 CALLED 1f 6181 ACRES SAN JACINTO JUNIOR COLLEGE DISTRICT H.C.C.F. N L095637 e \N, LIMITS OF PROJECT N 87.01'06" E 196.3' PROP, 135 LF \ SWALE ®1.1196 r / LO 0 � 0 f� 20.7' PROP. 12" HDPE PROP. 12" HDPE HANDRAILS RE: ARCH. o 06 PROP. / UNDERGROUND POWER LINE l� 128.7' PROP. ONE-STORY BLDG. 10,546 S.F. j/ FF=30.00 1 1 1 ❑�) j I � EXIST. 21� RCP 1 j W 1 00 u7 � 1 N i U) i \ I � 1 I Wi 1 Zti DWI ,EXIST. } 3 OVERHEAD I POWER\LINE { 1 WI { N I ` 1 i 21 LF �� I 0 0.86% nNs '? PM EXIST. FIRE HYDRANT N �g �- ABBREVIATIONS CM - CREPE MYRTLE EJB - ELECTRIC JUNCTION BOX 20 D 10 20 40 SCALE: 1 "= 20' LEGEND e CLEANOUT e CLEANOUT (RECORD) FL - GP - FLOW LINE GATE POST Id GAS VALVE (RECORD) H.C.D.R. - HARRIS COUNTY DEED RECORDS z HOSE BIB (RECORD) MH - MANHOLE I v PG. - PAGE EB INLET I w 1 � I PVC ` - POLY VINYL CHLORIDE PIPE IRRIGATION CONTROL VALVE PROP. p > RCP - REINFORCED CONCRETE PIPE 12" HDPE I 0p SAN. - SANITARY icv IRRIGATION CONTROL VALVE O I_ I � SWR. - SEWER RECORD ( ) olm j (� TR -TOP OF RIM Ln VOL. - VOLUME ® LIGHT STANDARD J�I MANHOLE W ® PEDESTAL I POWER POLE PROP. � Pf�OP• I -•- SIGN FRENCH 4 � vne WATER METER , I I i I DRAIN I WHEEL STOP 4" PVC ` i I , NOTES: cc 10 0' I ( 1. DETENTION REQUIREMENTS: 50.0' PER MEETING WITH THE CITY OF LA POR1E'S CITY ENGINEER, P ( I ( ALL DRAINAGE OF THIS SITE IS DIRECTED TO THE EXISTING g�� I f 18" STORM SEWER STUB WHICH TIES TO THE EXISTING STORM a. 1 SEWER SYSTEM WHICH OUTFALLS TO FAIRMONT PARKWAY. 14.5' I THEREFORE NO DETENTION WILL BE REQUIRED FOR THIS PROP. I DEVELOPMENT. FRENCH PROP. i � I DRAIN FRENCH ` PROP, 1 2. PARKING: DRAIN I THE PARKING FOR THIS DEVELOPMENT WILL BE PROVIDED BY V PRO 4" P W PROP. 12" HDPE PROP. 12" HDPE PROP. 18 HDPE PROP PROP. 18" HDPE 12 HDPE PROP. ,Lp / TRENCH / DRAIN LIMITS OF PROJECT / S ALE F)US T. 24" HOP BAKER DRIVE N CONCRETE EXIST. 12" � TRACT 1 \ CALLED 16.6181 ACRES / SAN JACINTO JUNIOR COLLEGE DISTRICT �- H.C.C.F. No. L095637 VC 12 HDPE I THE EXISTING PARKING LOT FACILITY ADJACENT TO THIS � I 1 1 ( W DEVELOPMENT. I z z 1 STAFF 16/4 INFANT +24/4 TODDLERS + 36/6 PRESCHOOL + 7/1 -p i W ( z STAFF = 28 SPACES P. zz 1 1 CHILDREN 58/5 = 11.6 = 12 SPACES I 0 " I I STUDENTS 30/1.5 = 20 SPACES N ' ' TOTAL SPACES REQUIRED = 57 + 3 ACCESSIBLE = 60 REQUIRED In , SPACES 3. DUMPSTER: TRASH COLLECTION WILL BE INCORPORATED INTO THE EXISTING TRASH FACILITIES AT THE COLLEGE. �Ico N 1 4. PER CITY OF LA PORTE BUILDING DESIGN STANDARDS THIS p i I I STRUCTURE SHALL 100% MASONRY/ GLASS PRODUCT UNLESS o l I OTHERWISE APPROVED. y I I I I 5. FENCING AND SIGNAGE WILL REQUIRE SEPARATE PERMIT FROM m I THE CITY. , I III it I FLOOD STATEMENT I �' EXIST. \ I ( This tract is in Zone 'X' and not within the 100 year Flood Plain according to the OVERHEAD I FEMA Map # 48201CO940L, Revised June 18, 2007. POWER LINE II I s1 _ 75' ROW I CITY APPROVING AUTHORITY CERTIFICATE I I z I This is to certify that the City of La Porte, Texas has approved this site plan and I I development of SAN J CAMPUS CHILIL CARE LAP SCHOOLin w I conformance with the Ordinances of the City of La Porte. I � I i lO I I By. Director, Planning lepartment DST. 24 RCP I SITE PLAN ACCURACY CERTIFICATE IJ I I I, W. Joel Seybert, am registered under the laws of the State of Texas to practice the profession of engineering and hereby certify that above site plan is true and correct; and t o I Iall bearings, distances, angles, curve radiuses, and central angles are accurately shown on t site plan. SIDEWALK SCORED FINISH TOP OF CURB TAPER CURB ® CURB % (ADJACENT TO SIDEWALK) RAMP WHERE ADJACENT TO PAVING NOTE: CURB RAMP TO BE COLORED WITH BOTTOM OF CURB INTEGRAL DYE THAT CONTRASTS (BELOW PAVING LINE) WITH ADJACENT SURFACES. CURB RAMP N.T.S. KEY MAP 578C SCALE 1" = 3000' SURVEYOR'S NOTES: i 1. THE BEARINGS SHOWN HEREON ARE 3ASED ON THOSE SHOWN IN THE PLAT "BROOKGLEN STREET DEDICA ION" AS RECORDED IN VOLUME 198, PAGE 76, H.C.M.R. 2. ACCORDING TO F.I.R.M. MAP NO. 48' DlC0940L (COMMUNITY -PANEL NO. 4854870940L), MAP REVISED DATE JUNE 18, 2007. THE SUBJECT PROPERTY LIES WITHIN THE AREA DESK `DATED AS ZONE "X" UNSHADED. DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOOD. THIS STATEMENT IS BASED ON SCALIN THE LOCATION OF THE SUBJECT TRACT ON THE ABOVE REFERE VCED MAP. THIS INFORMATION IS TO DETERMINE FLOOD INSURANCE RI FES ONLY AND IS NOT INTENDED TO IDENTIFY SPECIFIC FLOODI IG CONDITIONS. 3. ALL UTILITIES SHOWN HEREON ARE L )CATED USING "APPARENT & VISIBLE" EVIDENCE BY ON -SITE OBSER\ %TION UNLESS OTHERWISE NOTED. 4. THE SUBJECT TRACT IS AFFECTED B ' THE CITY ORDINANCES AND ZONING REGULATIONS OF THE CITY OF A PORTE, TEXAS. 5. INDICATES RECORD UTILITIES PLOT ED FROM MAPS PROVIDED BY CITY OF LA PORTE, TEXAS. 6. FINISH FLOOR OF RICHARD S. SLOCC AB FINE ARTS BUILDING = 30.57'. LOCATED ±500' SOUTHWEST 0 ' SUBJECT AREA. REFERENCE BENCHMARK: RM 020255 - HCFCD ALUMINUM DISK ! TAMPED "B 112 BM03" ON BRIDGE AT SPENCER HWY. AND WILLOW SPRING BAYOU LOCATED ON DOWNSTREAM, SOUTH CONCRETE WALK �T THE CENTERLINE OF THE BRIDGE IN KEY MAP 538Z IN THE ARM, ND BAYOU WATERSHED NEAR STREAM B112-00-00. ELEV.=24.11' (NAVD 88, 2001 ADJ.) TEMPORARY BENCHMARKS: TBM "A" - BOX CUT ON CONCRETE BP iE OF LIGHT STANDARD LOCATED t276.5' WEST OF THE WEST O.W. OF LUELLA BLVD. AND ±228' NORTH OF THE CENTERLINE OF I AKER DRIVE. ELEV.=29.78' SAN JACINT 3 COLLE13E CENTRAL CAMPUS CHILD CARE LAB SCHOOL COMMERCIAL DEVELOPMENT - ZONED (GG) GENERAL COMMERCIAL 3202 LUELLLA BLVD. RS LAPORT, TE)',AS '7'7SOS OWNER: SA 4 JACINTO JR. COLLEGE DISTRICT DEVELOPER: SA V JACINTO JR. CO'_LE13E DISTRICT hat he BEING A SUBI,)IVISION OF 0.92B3 ACRE OUT OF THE CALLED 1 6.6 1 B 1 ACRES TRACT OF SA N JACINTO W. 6o6lSeybert JUNIOR COLLEGE DISTRICT IN W.M. JONI`.IS SURVEY, Texas Registration No. 92999 A BSTRACT ,I O4 B 2 ...................... W. JOEL SEYBERT p; 92999 o� _l/CENSIC�•_:? SPR. 01 DUNE, 2009 . , CITY OF L) PORTE, HARRIS COUI JTY, TEXAS 20 n to 2D 40 SCALE: 1"= 20' BROOKS & SP, CONSULTING ENGINEERIN TEXAS REGISTERED ENGII 21020 PARK ROW KATY, 7X. 77449 SCALE 1 "=20' 1 INC. G FIRM F-880 PHONE: (281) 578-9595 FAX: (281) 578-9686 ,f2i /r i i CONCRETE-- �<<, l ✓j yam, r: LI�(j1j���JU 1�'I� GRASS BAKER DRI J� CONCRETE II 0 GRASS i MAINTAIN A MINIMUM OF 60 INCHES UNDISTURBED EARTH BETMIEEN PARALLEL WATER AND SEWER LINES OR SUPPORT WATER LINE ON SEPARATE SHELF A MINIMUM OF 12" ABOVE SEWER LINE MAINTAIN A MINIMUM OF 24` HORIZONTALLY BETWEEN ELECTRICAL PRIMARY AND SEWER. MAINTAIN A MINIMUM OF 12" NERTICALLY OR 24" HORRONTALLYZBEIWEEN ELECTRICAL PRIMARY AND WATER LINES, CAS UNES, TELEPHONE RACEWAYS AND CABLE RACEWAYS. 2" TRENCHING DETAIL CENTRAL CAMPUS M►E.Ph SITE PLAN SCALE: 1' = 20'-0' 0' 41 4 1020' SITE PLAN GENERAL NOTES: A. UL y" a(ACT LOCATION AND DW14G CONDITIONS• DWNG PLUMBING, MECHAII AND ELECTRICAL. IT IS THE INTENT OF THESE PLANS 1 PROVIDE COMPLETE AND W=ABLE SYSTEMOF PLUMBING, + ELECTRICCAL. SHOULD A BIDDER1 OMISSIONS OR DISCREPANCIES wHE/SHESHALL NOTIFYENGINEER MATERIALSPRIOR TO THE RD DATE AND A WRITTEN CLARIFICATION WILL BE ISSUED. ALL 1 LABOR,r SPECIFICALLY INDICATEDON PLANS 1' NOT,NECESSARY 1• THE •'1•a' INSTALLATION AND FUNCTIONOF THE SYSTEMSHALL BE FURNISHED BY THIS CONTRACTOR. INCLUDE ALL COSTS OF CHANGES. F/AS REQUIRED IN BID PROPOSAL CODRIDINKIE PLUMBING, MECHANM ELECTRM AND GENERAL CONSTRUCTION. C. BORE EKISTING CONCRETE • 1 D. FIELD VERIFYDITSTINGCONDITIONS AND ELEVATIONS PRIOR 1 COMME14CING ANY WORK. E. REFER TO ARCHITECTURAL DRAWINGS AND SPECIFICIINIONS FOR PIAASING AND SEQUENCE OF CONSTRUCTION OF WORK. COORDINATE WITH GENERAL CONTRACTOR. F. DO NOT SPLICE WIRING BELOW GRADE. 0. CUT 1 PATCH EASTING ASPHALT DRIVEWAYS,/ ELECTRICAL KEYED NOTES: DIRSTING PAD MOUNTED 400/277V, 3 PHASE TRANSFORMER, UNDERGROUND ELECTRICAL PRIMARY ENCASED IN CONCRETE. ©NEW PADMOUNTED 480/27711 3 PHASET w 1' UNDERGRI ELECTRICAL SECONDARY ENCASED IN CONCRETE, ©swrn Exam POLE um VIA LjGnNGCONTROL i a i'/I' BUILDINGLIGHTING FIXTURES TO BE MONITORED AND CONTROLLED BY SIEMENS / •,r 0. BUILDING ALITIONIAl SYSTEMBRANCH CIRCUIT,i & 110G. O PROVIDE POLE LIGHTS AS SCHEDULED REFER TO DETAIL (D 1 - 4- W/ PULLWIRE (SPECIAL SYSTEMS). CABLING PROVIDED BY OWNER. (SPARE) 7 h/ + PROVIDE QLAZITE 2461 PULLBOX FOR SPECIAL SYSTEMS UNDERGROUND 1 « 7 DETAIL Q ExsnNG QUAZITE PULLBOX. DWNG UNDERGROUND SPECIAL SYSTEMSh / EXISTING ADMINISTRATION r RACEWAYS TO RISE UP AT THEIR RESPECTIVE WIREWAX SEE PARTIAL ENLARGED EI.XMICAL PLANS. ,I ili III I �I 'It illlll�ll;,, I I PLUMBING KEYED NOTES: Q DOMESTIC iR LINE REIFER TO PLUMBING PLAN FOR a 1 1 MI +• 1 ••f 1 1 QUAZITE BOX AND SrUB-OUT 5' FROM THE BUILDING. SEE CIVIL DRAWINGS FOR CONTINUATION OF UTILITY, WATER METER, BACKFIJDW PREVENTER. AND CONNECTION • MAN UTILITY LINES. ©4- SEWER LINE. REFERr + PLUMBING PLAN FORa(ACT LOCATION. PLUMBING CONTRACTOR To PROVIDE WASTE STUB -OUT WITH DOUBLE YARD aFANow 5! FROMREFER TO CIVIL DRAWINGS FUR UTILITY CONTINUATION. PROVIDE NEW 3- GAS LINE & REGULATOR. UNDERGROUND GAS LINE SHALL BE `1' Q oDNNEcr NEW GAS LINE WITH DIISTING LINE AT THIS APPROAMAIE LOCATION -FIELD VERIFYI CONTRACTOR SHALL COORDK47E DIVISION RESPONSIBILITY AND D(ACT LOCATION OF GAS LINE TIE-IN WITH CENTERPOINT ENERGY. © PROVIDE i' LINE TO BUILDING. 1 REFER + PLUMBING SHEET1 '1 SPECIFICATIONS 1' I'E INFORMATIO 5- UNDERGROUND SM SEWR REFER TO CIVIL PLANS FOR WORK OUTSIDE , REFER 1 PLUMBING PLANS FOR+ BUILDING.THE O- UNDERGROUND STORM 7• REFER 70 CIVIL PLANS FOR WORK OUTSIDE THE BUILDING.RUM TO PLUMBING PLANS FOR WORK TYE l... 1 I lii I 111, I I �11111111I! MRN 4,z �—} r--- --_ILLq M zai II _ — -i 4 III°''1 I I CEMRAI — G �'� 41R J11Z7/G�'} PLANT BLDG. I I I ` lJi I� �1 �}--l_ i Ejr, J/ lil,ll �I �` Fit I;// CENTRAL CAMPUS 169, NA OVERALL f R0LffINC PLAN rl :i i + 16 4tOq) Issue No. Date D. scription 01 3/20/09 IS, JE FOR PRICING 02 6/01/09 IS JE FOR PERMIT AND BIDDING DANSE N & MILLER ARCHI'"ECTS, A.I.A. AFFILIATE OF hI ARCHITECTS, INC. 12621 Featherwood E S Suite 2431 Houston, TX 77034 USA Phone 281.4 _A.9900 I Fax 281 A64.M -41 (vY . R. TRONCOSO di .........6.9844 .� P� ra�. Project Team Dansby & Miller A chitects Architect ACR Engineering, Inc. Mechanical, Electrical, Plumbing Engineers Rogers Moore En} neers, LLC Structural Engineers Brooks & Sparks,sc. Civil Engineers HG Rice / Millunzi Food Service Project Name SAN JACIN TO COLLEGE CENTRAL CAMPI_IS CHILD CARE LAE' SCHOOL 3202 Luella Blvd. LaPorte, TX 775.15 Project Number 2007819.000 Drawing Name M.E.P. SITE PLAN Scale: Drawing Number M.E.P1.10 F Issue �\ / � R:INFCRGeD BLA,GK RUBSCR HOL? � l�� j bLMNC- I AJRCRAF e PLAN JTE%Y AO-1 AS NO GUYING- GABLE - SEED A9 NOTED SELo1N (3 F.GUIRLC - 120" APART) ' 9 - 292x3' T FINE _TA. --9 / FLAGED Ae SHOWN IN FLAN BASE OF TREE eHALL Me PLANTED i 9LI3H7LY ABODE ADdAOWT FINISH 1 , GRADE REMOVE ALL TWNE a 9Tr..-'P? 'i ' d Wr LM."LAP PR^M TOP 1 /3 OF FOOTBALL T' min, LAYER OF PAB ETI / MU"IH MULCH DIAMETER OF TFEE PIT TO 35 TY'fCE eDGe OF /' / THE DIAMETER OP ROO(B.ALL 4Cli RING H -Rou&HMN eIrMe OF TM-t PIT 3HIC-H ?OIL OAUGEF �. uwnuu eOV uI`. PLL`/ERIZEC SiIL - ""T'-"° ex�eNs unclsTv�ee UNDERSTORY TREE PLANTING DETAIL N.T.5- \\\ 1 F_AN VIEW � EDGE OF WLGH RINC- TO 2E 3" OJ'e Dc of YV@Re bUY1Nb GABLEe ENTER GRrJJND RENF.FaCED BLACK R.L'SEF HOSE SAL/GABLE CLAMP-5 (2 PER GAB-,W &ALVANIZEV AIRCRAFT-bRALE &LY N& GABLE - SI."P.D AS NOTED BELCW (3 REOUIRED - 120' APART) I— 12" LON& rHITS FLA-:SING- TAFE 3/D" S 3" ZINC-FLATEC T'RNBKrLE BASE OF , .= SHALL EE FLAhTED eu&mr--Y ABOVE APJAC,ZNT FN!SH CMADE, GEMOVE ALL TANS d S'CAM S OAT SJZA. Fram 0— 1 /9 OF ROO MALL. REMOVE ALL e"THE'c SURLAF. — 2" mir, RCCYGLW PAL?TTe MULCH — DIAMe?R OF TRee FIT TO BE NGE THE DIAMETER OF ROO- BAD.. - ROUC---EN SIDES OP TFIEE PIT BOG f f D 90IL I 'ICISTFEFC �: NCHOR -DUPER. TRIES - 53 (YV 7/3" GABLE-9 e C G W 5/1, " C-I S - CLAMPS) CANOPY TREE PLANTING DETAIL erreAD MULTI -TRUNK TREE PLANTING DETAIL OF 90� eICEWALK9 OF Cuc=: LVIT OF Mu_cr BED 2s DIAvCTER OF FOOTBALL SHRUS PLANTING DETAIL t EASE OF TFEE eHALL BE PLANTED SLI&Wn-" A5O✓E AOJAGe.NT F.NIE- uRA7, REMOVE ALL TnNe 6 STRAFE e Clr BLCAP PROM TOP 1 /3 OF FOOTBALL 2 rim. LA -EC OF Re✓ LEC FALL E MULCH 3' HIGH 50IL erLGEF/YVA'ER MIN& ARM71V -R—� CIAuME'ER OF TR- PIT TO ME NGE THE DIAMETER OF R007BALL -ROJSHeN SKIM OF TREE FIT PJLYMJ=V WIL SAGKPLL '. /2 O,G. E: AGIN& A 1Al ENT TO eHFW-e SHALL SE PLANT'^`^.- 9L1ssl+T:-Y ABOVE A V-JAGENT &KADe 2" min. LAYER OF FFGYGLEC PALETTE MU-eH PJLVERIa SOL BA FLL ROOT BALL 6ULDING FACADE OR )HALL .01 .01 .Ot LANDSCAPE PLAN TOTAL REQUIRED LANDSCAPE AREA: 1,665 S.P. TOTAL PROVIDED LANDSCAPE AREA: 24,096 S.P. O t.i ! I � I OOD LUELLA BLVD. FRONTAGE: ± 1010 LINEAR FEET/50 = 6 CANOPY TREES REQUIRED 6 CANOPY TREES PROVIDED LIMITS OF WORK i INFAN- '>YGFOJ1v ' 1 NEW CHILD CARE LAB BUILDING F.P. @ 30.00' Ll 9E C - ^O_FE v_F O H SRO NUl.;ii r'rre; • LIMITS OF WORK BAKER DRIVE FRONTAGE: 1q0 LINEAR FEET/50 = 6 CANOPY TKEE5 REQUIRED b CANOPY TREES PROVIDED Proposed P/ant List Symbol Latin Name Common Name Scheduled size 50D 5ermuda 5od 93UL FM Sulbine frute5cen5 Tangerine Sulbine (5) stems min., #1, 15" O.G. GAL GT Callietemon cttrunu5 'Little John' Dwarf 19ottlebrush 24"-50" Ht„ #5, 50" O.O. L U FM Leucophyllum fruteseen5 'Green Cloud' Texas sage 'Green Cloud' 24"-50" Ht., N. #5, 45" O.G. Q!!E VRi Quercus virginiana Live Oak 16-15, Ht., 4" cal. min., #100 RAP MD Raphiolepis indlea 'snow White' White Indian Hawthorn 15"-24" HT. min., #5, 24" O-G. TKA A01 Trachelospermum a5iaticum Aelatic Jasmine (5) 15" 5tem5 min., #1, 15" O.G. VR GAS Vitex agnus-4a5tu5 Lilae Chase Tree 8'-10' Ht., #20 NOTES: A .O' H - . GHAN F:NC_ tir7 cmeF -.YC GGx GY GKN9F LA RC ___. _..... NDecx ME.,..c J CY CY _-rl { ' I I to -tom _5:VFC FE: MEv No. Date De :ription 03/19/09 ISSI :D FOR PRICING 06/01 /09 ISS( -D FOR BID " 07/10/09 ASI )01 C� 7 1_J J C/ 0 2 G '� O _ _ I W FFU) <1 W 0 a- U L a C) DANSBY & MILLER ARCHIT -CTS, A.I.A. AFFILIATE OF M( RRIS ARCHITECTS, INC. 12621 Feoiherwood Dr., iuite 2431 Houston, TX 77034 USA Phone 281.4& 99001 Fax 281.464.9909 w'R) Project Team Dansby & Miller Arcl litects Architect ACR Engineering, Ir :. Mechanical, Electrical, P! mbing Engineers Rogers Moore Engir Hers, LLC Structural Engineers pNDSf� Brooks and Sparks, nC. �•4�``� o ln�c� Civil Engineers ca O LA .Ol Morris Architects fir' a Landscape Architect TOTAL SITE AREA=40,448 S.F. - (ROOF AREA 12,704 S.F.)= DEVELOPED SITE AREA=27,744 S.F. MINIMUM LANDSCAPE REQUIRED IS 6% OF DEVELOPED SITE AREA: 27,744X(.06)=1,665 S.F. TOTAL PROPOSED LANDSCAPE AREA = 26,096 S.F. OF THIS (4,070 S.F. IS IN THE R.O.W) \ i *THE PROPOSED LANDSCAPE INCLUDES ALL PLANTING BEDS AND TURF AREAS. NORTH Project Name SAN JACINTO COLI EGE CENTRAL CAMPUS 3HILD CARE LAB SCHOOL 3202 Luella Blvd, LaPorte, TX 77505', Project Number 2007819.000 Drawing Name LAN DSQ kPE PLAN Scale: AS SHOWN Drawing Number LA 1.01 20 0 10 20 40 SCALE: 1"= 20' FLOOD PLAIN: ACCORDING TO F.I.R.M. MAP NO. 48201CO940L (COMMUNITY -PANEL NO. 4854870940L), MAP REVISED DATE: JUNE 18, 2007. THE SUBJECT PROPERTY LIES WITHIN THE AREA DESIGNATED AS ZONE "X" UNSHADED. DETERMINED TO BE OUTSIDE THE 0.2% 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. RE RENCE BENCHMARK: RM 020255 - HCFCD ALUMINUM DISK STAMPED "B 112 BM03" ON BRIDGE AT SPENCER HWY. AND WILLOW SPRING BAYOU LOCATED ON DOWNSTREAM, SOUTH CONCRETE WALK AT THE CENTERLINE OF THE BRIDGE IN KEY MAP 538Z IN THE ARMAND BAYOU WATERSHED NEAR STREAM 8112-00-00. ELEV.=24.11' (NAVD 88, 2001 ADJ.) TEMPORARY BENCHMARK: TBM "A" - BOX CUT ON CONCRETE BASE OF LIGHT STANDARD LOCATED t276.5' WEST OF THE WEST R.O.W. OF LUELLA BLVD. AND ±228' NORTH OF THE CENTERLINE OF BAKER DRIVE. ELEV.=29.78' 0 I I I II 1 I G' z f � II I I I 2i 0 I g 1 1 Ld a� N w 0zn 0 I I I ¢ 00 I I I GRATE INLET • a n rrl- p I I` I I TG=26.66 �n m ro I I FL 12" PVC (W) 24.88 o. s W I I 5' A.E. o g I- H.C.C.F. No. D086393 A O I I o I 3 I I 4 30 �pP < QQ a I I I LL- I I 1 QPa I 4 ( O X I 6 ' EJB o--....--- � Ld 0 ~ ( ( I PROP. SAN. SWR I- BUILT ON EXIST. X � I I I I I I BAKER DRIVE CLAY SAN. SWR. FL 20.00 (8") J iT I CONCRETE FL f19.93 (10") l C) 10' HL&P ESMT. D086393 11� ( I I H.C.C.F. No. j: I I I 0 X I 0-- N -a ( 0 �2 I 0M I I I I I I I I I jX I Of I I '0o i 00 I I I1 I-- 1 1 1 �V) d IX I I 11 V O 0 . D- m 00 N v X cn _o ¢Q� pr1 � U 0 C LEGEND: O PROPOSED MANHOLE aC.O. PROPOSED CLEANOUT - - PROPOSED FIRE HYDRANT ji PROPOSED GATE VALVE PROPOSED T.S.&V. 0 PROPOSED WATER METER FL FLOW LINE DIRECTION OF FLOW - 4' HIGH CHAIN LINK FENCE GENERAL NOTES 1. ALL UNDERGROUND UTILITIES SHOWN ARE NOT GUARANTEED TO BE COMPLETE OR DEFINITE, BUT WERE OBTAINED FROM BEST INFORMATION AVAILABLE. 2. CONTRACTOR TO VERIFY ALL UNDERGROUND UTILITIES IN THE FIELD PRIOR TO CONSTRUCTION. 3. THE LOCATION OF ALL UTILITIES PRESENTED ON THESE DRAWINGS IS SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE THESE UNDERGROUND UTILITIES. 4. CONTRACTOR TO OBTAIN ALL PERMITS AND APPROVALS REQUIRED PRIOR TO STARTING CONSTRUCTION OF UTILITIES OR WORK IN THE STREET RIGHT-OF-WAY. GENERAL CONTRACTORS (GC) NOTES - THIS SHEET OCONTRACTOR TO AUGER 8" SAN. SWR. A MINIMUM OF 15' BEYOND THE EXISTING TREES DRIP LINE. O2 CONTRACTOR TO AUGER 40' AT EXISTING DRIVE. O3 EXISTING SIDEWALK DAMAGED DURING CONSTRUCTION OF THE PROPOSED SAN. SWR. SHALL BE REPAIRED TO EXISTING OR BETTER CONDITION. O4 CONTRACTOR SHALL PROVIDE PROTECTION TO EXISTING TREES DURING THE CONSTRUCTION PHASE. OAREA DISTURBED DURING CONSTRUCTION SHALL BE RESTORED TO THEIR EXISTING VEGITATIVE STATE OR BETTER. OEXISTING 3" OAK TREE TO BE RELOCATED. CONTRACTOR TO COORDINATE WITH LANDSCAPING PLANS. TR SET TO 3" ABOVE F.G. FL 8" 20.65 PROP. 147 LF 8" SAN. SWR. 0 0.44% P� P� y 4 4 5 STM. SWR. MH. TR=26.75 FL 24" HDP (E) 20.44 = ot+ CONCRETE GRATE INLET, TG=26.83 5_ �__ FL 12" PVC (W) 23.89 TBM "A$$ ELEV.=29.78 NAVD 88, 2001 ADJ. PROP. 216 LF 8" SAN. SWR. 0 0.44% 15' ,UGER e -"C" INLET TR=25.80 FL 24" HDP (S) 20.45 "C" INLET TR=25.75 20.76 FL 24" HDP (N) a 2-6"X45' BENDS, A.B. 0 / GRATE INLET S TG=26.78 FL 12" PVC (W) 23.15 PROP. CONCRETE UNDERGROUND POWER LINE �r GRA S �� G ATE I LET TG=2 .Q3 ft9" 1TDP W 2 .73 .1 HOP (E) 2 .88 �r I 15' AUGER GRASS UNDERGROUND POWER _LINE BEND, A.B. r 00 BENDS, A.B. i 40' I PROP. UNDERGROUND POWER RLINE GRASS CONCRETE GRASS CONCRETE C 2-2 1/2"X45'' BENDS, A.B. TRACT 1 CALLED 16.6181 ACRES SAN JACINTO JUNIOR COLLEGE DISTRICT H.C.C.F. No. L095637 GRASS UN -METERED PROP. 2 1/2" DOMESTIC WATERLINE OR PROP. 2Y2" DOMESTIC W.L. (SEE M.E.P. PLAN) PROP. FIRE W.L. - (SEE M.E.P. PLANS) NEW CHILD CARE LAB BUILDING F.F.=30.00 4" SAN. SWR. PLAN) M.E.P. 4" SAW. SWR. (SEE M.E.P. PLAN) PROP. 70 LF 6" SAN. SWR. 0 1.00% J�G "C" INLET R=25.73 5 I FL 24" HOP (N) 19.98 FL 24" HDP (S) 20.02 OPT 5 GRASS FL 6"(N) 21.60 FL 8"(W) 21.60 BE J-12v CONCRETEG G•G�Y)�cGO CONCRETE I u4 � r I O I I V) 1 z JIw EXIST. j 3:1 OVERHEAD 6I POWER LINE I I w I I PROP. 6" BACKFLOW PREVENTOR I PER AND CPECSF LAPORTE STD. DETAILS j I I 4" SAN. SWR. (SEE M.E.P. PLAN) 75 LF 6" SAN. 0 1.00% STM. SWR. MH. TR=26.00 FL 24" HOP (E) 19.99 FL 24" HDP (W) 20.08 FL 24" HDP (S) 19.99 W "C" INLET TR=25.74 FL 24" HDP (N) 20.04 GRASS ---------- I I I I I I I L--------� I I I I I I -_� 'QI BAKER DRIVE CONCRETE v GRATE INLET TG=25.41 FL 24" RCP (E) 20.01 FL 24" HDP (N) 20.06 FL 12" PVC (W) 22.21 0 0 0 M L.� n a 1-6"x2" TEE. A.B. 1-6"x8" TS&V. W/BOX 7 Q W PROP. 2" DOMESTIC WATER -J Z) O METER PER CITY OF O Q� LA PORTE STANDARDS. M 1 J PROP. 2" IRRIGATION J W WATER METER PER CITY I OF LA PORTE STANDARDS. J 1-6"x8" TS&V. W/BOX I 1-FlRE HYDRANT 1 I i I I 1 I 1 � z 0 I I N I 1 I 1 I i EXIST. U -OVERHEAD POWER LINE GRATE INLET TG=25.35 z FL 24" HDP (S) 19.95 (� FL 24" HDP (W) 20.02 r3 I� i I N N a 1 C9 i Issue No. Date Description 03/20/09 ISSUE FOR PRICING 06/01/09 ISSUE FOR BIDS DAN 3BY & MILLER ARCHITECTS, A.I.A. AFFILIATE C F MORRIS ARCHITECTS, INC. 12621 Featherwo •d Dr., ite 243 I Houston, TX 77034 USA Phone; i 9001 Fax281.464.9909 .. 2F. TF 4 "f:...... ......:*� W. JOEL SEYBERT p ......................... & �` BDq ...... aL � ?� Project Team Dansby & MiIIE Architects Architect ACR Engineer %ig, Inc. Mechanical, Elect ::of, Plumbing Engineers Rogers Moore Engineers, LLC Structural Engineei Brooks & Spar s, Inc. Civil Engineers TEXAS REGISTERED iNGINEERING FIRM F-880 HG Rice / Milli. Izi Food Service Project Name SAN JAC INTO COLLEGE CENTRAL CA OPUS CHILD CARE I AB SCHOOL 3202 Luella Blvd, LaPorte, TX 77505 Project Number 2007819.000 Drawing Name SITE PLAN REVIEW PACKAGE SANITAFY SEWER AND WATER''_INE PLAN Scale: Drawing Number SPR. 02