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HomeMy WebLinkAboutDrawingsI SITE SPECIFIC NOTES: �F BLOCK2 I ( I DEVON \�\ 12"1. THE OWNEZ OF THE PROPERTY IS SPRING CREEK CS DEVELOPMENT, LTD. THE SUBJECT PROPERTY IS LOT 1R, 1. C( BLOCK 3 OF THE SPRING CREEK GARDENS SUBDIVISION, PHASE 3. PROPERTY IS ZONED PDD - PLANNED j At GAS EASEMENT N . DEVELOPMENT DISTRICT. j Hf I 6040/P98 \ _ I ' 0 \ 2. PROPOSED BUILDING A IS 1 STORY, 20' HIGH, 8375 SF AND FF -278.20. EXISTING �N \ " 3. THE DEVELOPED AREA FOR THIS PROJECT IS 0.80 ACRES (34,861 SF). 2 GAS LINE \ \ _ 18 DESIGNATED 3. Al 4. NO PORTION OF THE SUBJECT PROPERTY LIES WITHIN THE 100 YEAR FLOODPLAIN ACCORDING TO THE F.E.M.A. FF 1 O P.U.E. \ PARKING FLOOD INSURANCE RATE MAP FOR BRAZOS COUNTY, TEXAS AND INCORPORATED AREAS, COMMUNITY NO. Of 8002/282 480083, MAP NO. 48041 CO205D. EFFECTIVE DATE: FEBRUARY 9, 2000. Si ' \ / ONLY 5. DRAINAGE INFORMATION AND DETAILS WILL BE PROVIDED ON THE GRADING AND DRAINAGE PLANS. 4. PE 33 34R i I 3✓R 36R EXISTING �� \ / 6. LANDSCAPING AND IRRIGATION DESIGN & ANALYSIS WILL BE PROVIDED ON THE LANDSCAPE & IRRIGATION PLANS 5, Tt 10 ' ( 12" WATERLINE \ NOTES:k7. THE IRRIGATION SYSTEM 14UST BE APPROVED AND INSTALLED PRIOR TO C.O. t t \ EXISTING 1. THE SIGN SHALL BE 12" WIDE BY 18" IN8. THERE IS NO FIRE SPRINKLER SYSTEM PROPOSED FOR THIS BUILDING. 6. Tt P.U.E. HEIGHT AND BE MOUNTED IN THE LOCATION PAVEMENT Tf SHOWN. 9. CONTRACTOR IS TO VERIFY THE EXACT LOCATION AND VERTICAL POSITIONING OF EXISTING' UTILITIES AND SERVIC : 7. ,PL EXISTINGk LINES WffHiN THE PROJECT AREA, WHETHER SHOWN ON PLANS OR NOT, AT LEAST 48 HRS. PRIOR TO ANY Gf LOTS 34-36 t t r . CO 2. SIGN SHALL BE PAINTED ON WHITE CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE DONE TO EXISTING FACILITIES. CALL STORM SEWER k t't k �� BACKGROUND WITH SYMBOLS, LEITERS, AND 1-800-DIG-TESS. 8• BL 'PRINC CREEK CS MANHOLE k k t r \ BORDER iN RED. DI 10. TRAFFIC IMPACT ANALYSIS IS NOT REQUIRED. S-T-I�N_G1- _-- • - .k kk-k -kt_ 2kt 4-kk _,kt•_HkkkD-tkPk k..kkt kkt k k / k` k, k` k k kt t k `kk kk / kk kkt kk k k U/.�r\T•�kJ rk tck.k�k :kk k \ ktk\k t •lk\ l ; %, ��`(.'1 i\\ \ \ "'•'�•� A ' - L, >7 � - - W IT H THE CoS FIREDIEVELOPMENT. LTD. 6' HIGH 3. SIGN SHALL COMPLY 9, At NEW VISIONZONED R- I .OSERVICE STANDARDS. 11.ALL SITE WORK IS TO BE DONE IN CONFORMANCE WITH THE BRYAN COLLEGE STATION 2009 STANDARD ISSCREEN WALL SPECIFICATIONS FOR WATER & SEWER AND THE CITY OF COLLEGE STATION STANDARD SPECIFICATIONS FOR 1 W FIRE LANE SIGN DETAIL 30" HDPE ICUSTOM STREETS & DRAINAGE. SFEXISTING /UfHOMES, INC. EXISTING 12. EXTERIOR LIGHTING FOR THE SITE WILL BE IN ACCORDANCE WITH THE UNIFIED DEVELOPMENT ORDINANCE AND10.,PFZONED R-1 EXISTING EXISTING STORM PIPE i LX�DS APEt k EXISTI MEDIAN N.T.S. WILL CONSIST OF LIGHTS MOUNTED ON THE BUILDING ONLY, NO POLE MOUNTED LIGHTS ARE PROPOSED. UFF SIDEWA 13. 13 PARKING SPACES ARE PROVIDED FOR THIS SITE. THIRTEEN (13) SPACES ARE REQUIRED (1 PERAREA INLET AREA INLET k 250 SF OF k kk DEVELOPED AREA).0 BE MODIFIED k �-�_ 0BE MODIFIED nk 10 t k k t t\k k. k.J rk k kMANHOLE EXISTING SCAPE 15 P.5.5, WIDTH j, rU.25 VARIES SIDE - E :7- 8" _ 8" SEWER STORM PIPE TBACK 24hLINE E STING FON5T �k k PMENT \-6 SET13ACK k .I t k k k t k k k / i k t •r ► �\ PR POSED __•,._..'-__ kkkkk .� � � 4' 1 .I. kk 14. THE WATER SERVICE SHALL BE IN ACCORDANCE WITH THE BRYAN -COLLEGE STATION STANDARD WATERLINE 1. DE DETAIL, FIGURE W2-01. SEE SHEET C7 FOR DETAIL. 2. :DE 5 -.THE- SEVER -SERVICE""SHALL -BE" IN- ACCORDANCE- WITH --THE BRYAN-COLLEGE­-STA:1 [ON STANDARD SEWER- DETAIL:- F1I SEE SHEET C7 FOR DETAIL. 3. �DE 16. THE SCREEN WALL WILL BE IN ACCORDANCE WITH THE UDO, 4. DE 17. THE FOLLOWING MERITORIOUS MODIFICATION TO SECTION 7.6.F. "MINIMUM BUFFER STANDARDS OF THE UNIFIED PE DEVELOPMENT ORDINANCE HAVE BEEN GRANTED: THE 15 -FOOT LANDSCAPE BUFFER REQUIRED BETWEEN COMMERCIAL AND SINGLE-FAMILY STRUCTURE 5. DE MAY BE REDUCED TO A 10 -FOOT LANDSCAPE BUFFER. 36'--I p� I -` 5'-t ` t^= k k k TRANSFORMER / � ` k k k 'k WAT METER 18. PROPOSED STRUCTURE IS 8.375 SF AND IS PROPOSED TO BE TYPE it -B CONSTRUCTION PER THE C.1 .INTERNATIONAL BUILDING CODE. IN ACCORDANCE WITH TABLE B105.1 OF THE INTERNATIONAL FIRE CODE, THE 7. 'Al _ SIDEWA k t t k BIKE RACK DETAIL MINIMUM REQUIRED FIRE HYDRANT FLOW IS 2,000 GMP. THE BUILDING WILL NOT HAVE A FIRE SPRINKLER E) 15' k k t k k ----------------- PRO OSED SYSTEM. k k k k k k k k k " /" 1`,jl ` X k k k k . IRRIGA ION METER'_- 3 4" N.T.S. 19. THE OIL FIELD SITE HAS ACCESS PER THE OIL AND GAS LEASE. A MOUNTABLE CURB IS PROPOSED. 8 .E) _ TBA 1 k k . t . -� <\ 1k PROPOSED k ` SETBACK 1 k k k k S S-- S s- S s S--- - s-- S �� � � � S �� k k t ktk �� STORM PIl� 30 k k. k EXISTING k 1 r \� PR OSED LANDSCAPE I ` k k 30" HDPE PROPOSED 4" 4 r �� PRO OS D " ` k FIRE YDRANT BUFFER I k STORM PIPE PVC SEWER 18 c '�` \HC PV WATE t�� k k k \ (2,000 pm) ` ` k 1 SERVICE RVICE kkk tk JASON A. � � k k k PROP 6 r STU•EBE &' t r PROPOSED SIDEWALK s UNDSE t k t%%� • �/ iii' \ BUILDING ACCESSIBLE t k k SLA YD �� - • I k k k �.%% ROUTE %%• ,70NED R-1 k t k 1 -%%- OFFICE & �_.I, 4 i c kkk kkkk � ..ilki�•`i�:•%y-f• ` kt k k kt �'.f 7 25' STORAGE, SELF-SERVICE �s :PR PROPOSED oPosED % % P.U.E. ADA IGNAGEADA RAMPS - SF7,175 SF OF SELF STORAGE I,2OO SF OF k 2 43 UNITS OFFICE PROPOSED 2" STORM PIPE6 HIGH FF=278:20 PROPOSED j'r �•- ' \�kk_ `kk `k�'t `` - �•` t ..�.�kk�,,� kkk k kk kt k \� SCREEN WALLI 15, k k k BIKE RACK •' : `� t 10 ktk k k k k I k L. 4 L KEVIN W. k 6' HIGH SCREENED 6 CURB 10 k \ \ .i 10' X ' t k k k k t 9. IF DE i NOTE: ALL CURBS 6" IN HEIGHT UNLESS NOTED OTHERWISE. 1/4"R • 24" \ I 6 12" T lb L OJ__ 0 3" 2" 15" 1/4"R- 4" /4"R- 1" 1 _V1_ F ; 3' 3„ 0 V1I SCOTT JR k t k k k kk k FENCE OR WALL FOR _C/U/T � DUMPSTER M STk k k t '-\ DRIVEWA Y SPACING ING DETAIL _A_ - ��.„-. DUPAD_10, _tNZD LY • 15 kR. tk N.T.S. _ SIDEi `Z •:�i;.: k kk SETBACK t k k t t t k k C /--� c t k k � k k t ■ I]1•f �f]/.p ■ O�7i'ti' k k k C e k k c k L• k . k t k k t VCL1111�333GLVt! Court - k k L k C k k k k t I,w k k k k k k / k k k P.U.E. 50' ROW ('.. - .. \ k k k t k k 4 ' - / k - L1 C1 k k k k t AREA INLET AREA INLET WIDTH VARIES- 8002/282 5 P.U.E 5 5• TYPICAL CU" DET -------------------PRZSP`OSED 1010. "_ _- ----- I P.U.E \ N.T.S. Q I STORM PIPE #1 { 33 r 34R 81 1 35R 14 36R 28 i I EXISTING EXISTING I \ LEGEND ,MIN FENCE- GATES ( J E 1C PROPERTY SETBACK LINE I 1 1 SPACE PER 1,000 SF PROPOSED 6" WATERLINE --B -S S PROPOSED 4" SEWER LINE; NEW VISION I I 14. THE WATER SERVICE SHALL BE IN ACCORDANCE WITH THE BRYAN -COLLEGE STATION STANDARD WATERLINE 1. DE DETAIL, FIGURE W2-01. SEE SHEET C7 FOR DETAIL. 2. :DE 5 -.THE- SEVER -SERVICE""SHALL -BE" IN- ACCORDANCE- WITH --THE BRYAN-COLLEGE­-STA:1 [ON STANDARD SEWER- DETAIL:- F1I SEE SHEET C7 FOR DETAIL. 3. �DE 16. THE SCREEN WALL WILL BE IN ACCORDANCE WITH THE UDO, 4. DE 17. THE FOLLOWING MERITORIOUS MODIFICATION TO SECTION 7.6.F. "MINIMUM BUFFER STANDARDS OF THE UNIFIED PE DEVELOPMENT ORDINANCE HAVE BEEN GRANTED: THE 15 -FOOT LANDSCAPE BUFFER REQUIRED BETWEEN COMMERCIAL AND SINGLE-FAMILY STRUCTURE 5. DE MAY BE REDUCED TO A 10 -FOOT LANDSCAPE BUFFER. 36'--I p� I -` 5'-t ` t^= k k k TRANSFORMER / � ` k k k 'k WAT METER 18. PROPOSED STRUCTURE IS 8.375 SF AND IS PROPOSED TO BE TYPE it -B CONSTRUCTION PER THE C.1 .INTERNATIONAL BUILDING CODE. IN ACCORDANCE WITH TABLE B105.1 OF THE INTERNATIONAL FIRE CODE, THE 7. 'Al _ SIDEWA k t t k BIKE RACK DETAIL MINIMUM REQUIRED FIRE HYDRANT FLOW IS 2,000 GMP. THE BUILDING WILL NOT HAVE A FIRE SPRINKLER E) 15' k k t k k ----------------- PRO OSED SYSTEM. k k k k k k k k k " /" 1`,jl ` X k k k k . IRRIGA ION METER'_- 3 4" N.T.S. 19. THE OIL FIELD SITE HAS ACCESS PER THE OIL AND GAS LEASE. A MOUNTABLE CURB IS PROPOSED. 8 .E) _ TBA 1 k k . t . -� <\ 1k PROPOSED k ` SETBACK 1 k k k k S S-- S s- S s S--- - s-- S �� � � � S �� k k t ktk �� STORM PIl� 30 k k. k EXISTING k 1 r \� PR OSED LANDSCAPE I ` k k 30" HDPE PROPOSED 4" 4 r �� PRO OS D " ` k FIRE YDRANT BUFFER I k STORM PIPE PVC SEWER 18 c '�` \HC PV WATE t�� k k k \ (2,000 pm) ` ` k 1 SERVICE RVICE kkk tk JASON A. � � k k k PROP 6 r STU•EBE &' t r PROPOSED SIDEWALK s UNDSE t k t%%� • �/ iii' \ BUILDING ACCESSIBLE t k k SLA YD �� - • I k k k �.%% ROUTE %%• ,70NED R-1 k t k 1 -%%- OFFICE & �_.I, 4 i c kkk kkkk � ..ilki�•`i�:•%y-f• ` kt k k kt �'.f 7 25' STORAGE, SELF-SERVICE �s :PR PROPOSED oPosED % % P.U.E. ADA IGNAGEADA RAMPS - SF7,175 SF OF SELF STORAGE I,2OO SF OF k 2 43 UNITS OFFICE PROPOSED 2" STORM PIPE6 HIGH FF=278:20 PROPOSED j'r �•- ' \�kk_ `kk `k�'t `` - �•` t ..�.�kk�,,� kkk k kk kt k \� SCREEN WALLI 15, k k k BIKE RACK •' : `� t 10 ktk k k k k I k L. 4 L KEVIN W. k 6' HIGH SCREENED 6 CURB 10 k \ \ .i 10' X ' t k k k k t 9. IF DE i NOTE: ALL CURBS 6" IN HEIGHT UNLESS NOTED OTHERWISE. 1/4"R • 24" \ I 6 12" T lb L OJ__ 0 3" 2" 15" 1/4"R- 4" /4"R- 1" 1 _V1_ F ; 3' 3„ 0 V1I SCOTT JR k t k k k kk k FENCE OR WALL FOR _C/U/T � DUMPSTER M STk k k t '-\ DRIVEWA Y SPACING ING DETAIL _A_ - ��.„-. DUPAD_10, _tNZD LY • 15 kR. tk N.T.S. _ SIDEi `Z •:�i;.: k kk SETBACK t k k t t t k k C /--� c t k k � k k t ■ I]1•f �f]/.p ■ O�7i'ti' k k k C e k k c k L• k . k t k k t VCL1111�333GLVt! Court - k k L k C k k k k t I,w k k k k k k / k k k P.U.E. 50' ROW ('.. - .. \ k k k t k k 4 ' - / k - L1 C1 k k k k t AREA INLET AREA INLET WIDTH VARIES- 8002/282 5 P.U.E 5 5• TYPICAL CU" DET -------------------PRZSP`OSED 1010. "_ _- ----- I P.U.E \ N.T.S. Q I STORM PIPE #1 { 33 r 34R 81 1 35R 14 36R 28 i I EXISTING EXISTING I \ LEGEND I I 26 II 1 I I I LOTS 24-27 1 j SPRING CREEK CS I 1 DEVELOPMENT, LTD. I I I 1 I FENCE- GATES ( J E IN I PROPERTY SETBACK LINE I 1 1 SPACE PER 1,000 SF PROPOSED 6" WATERLINE --B -S S PROPOSED 4" SEWER LINE; NEW VISION I I LITS I DEVONP.U. ( _ _ I I P J.E PROPOSED SIDEWALK 1 PER 250 SF ' S SPACES i� ... .. , s: ,r,.:..N 01. CUSTON HOMES, INC. I I . w I I GAS EASEMENT I S-8 EXISTING SEWER LINE W-12 EXISTING 12" WATERLINE 13 SPACES REQUIRED TOTAL 1 HANDICAP SPACE REQUIRED ZONED R- > I i 6040/P98 I � �i I L6 - 5.5' " 6 ly -FIRE LANE -FIRE-LANE-- 0 1 •Q• HANDICAP SIGN HANDICAP PROPOSED2AS PARKINGPARKING: I 4 P.U.E - - - -� � H 1 SPACE HANDICAP PARKING i PROPOSED STORM INLETS I ICn I D 10' 30 i I I l 13 SPACES TOTAL 0 0 0 20 'P"', �o�•�� PUE { I I 1 BLOCK �K I r P .E Spring Creek . C E j EXISTING� I I I Office&Storage I GAS LINE 5� I I EA�j FLOCK 2 LOT IR I D , I I i I REQUI ED 28 $ I I PUBLIC °nET 20' i Q+, i 02/= i 27 I I P.U.E. I N/F CI +' I I I I 2.236 ACilr. S � INVESTMENTS, 27 I ; SFF L C I 1.475 ACRES 1 I ZONED A -P hI - sG' ZONED A -P P.U.E I I PARKING ANALYSIS - I , NO 18,E "'Ii . I Cn w7_9_= i I I •yt..t " N...::». .. N w u« 3 I 1 BLOCK 3 SaM a -P 1 REQUIRED PARKING I {g I LOT 1R P.U..O I p I I 26 II 1 I I I LOTS 24-27 1 j SPRING CREEK CS I 1 DEVELOPMENT, LTD. I I I ZONED R-1 I I I D GALE IN FEETcn - JS38° 59 01 V -188.74' POINT OFa�,F BEGINNING - MONUMENT M ■ SCHULTZ ENGINEERING LLC THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY TBPE NO. 12327 JOSEPH P. SCHULTZ, P.E., LICENSE NO. 65889 ON NOVEMBER 17, 2010. 2730 Longmire, Suite A College Station, Texas 77845 ISSUED FOR CONSTRUCTION 979.764.3900 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE JPS EL JPS 10-106 NOVEMBER 2010 Vii....................: JOSEPH P. SCHULTZ. F-12327 SCHULTZ ENGINEERING, LLC. SPRING ("REEK OFFICE & STORAGE COLLEGE STAT70N, TEXAS TOR IS TO VERIFY THE EXACT LOCATION AND VERTICAL POSITIONING OF EXISTING UTILITIES ICE LINES WITHIN THE PROJECT AREA, WHETHER SHOWN ON PLANS OR NOT, AT LEAST 48 tIOR TO ANY CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE DONE TO FACILITIES. CALL 1-800-DIG-TESS. 11 AND DISTANCES ARE MEASURED TO THE BACK OF CURB UNLESS OTHERWISE NOTED. 1TY LINES (WATER, GAS, SANITARY SEWER, VERIZON, STORM SEWER, ETC.) SHOWN ARE TAKEN AVAILABLE RECORD INFORMATION BASED ON CONSTRUCTION UTILITY MAP DOCUMENTS BY FROM CITY & INDEPENDENT AGENCIES AND/OR ABOVE GROUND FIELD EVIDENCE. POSITIONS MAY NOT REPRESENT AS -BUILT CONDITIONS. TT DEPTHS: REFER TO SHEET C5 -PAVEMENT PLAN FOR PAVEMENT DEPTHS. 'I AL BACK OF CURB RADIUS IS 3.5' UNLESS OTHERWISE NOTED ON THE DIMENSIONAL PLAN. ' GRAPHY SHOWN IS FROM FIELD SURVEY DATA. �f211MG SYSTEM SHOWN HEREON IS HONORING IS REFERRED TO THE NAD -83 TEXAS STATE CORDINATE SYSTEM LAMBERT PROJECTION, CENTRAL ZONE, AND AS MONUMENTED ON THE I SETBACK LINES SHALL BE IN ACCORDANCE WITH THE CITY OF COLLEGE STATION UNIFIED ENT ORDINANCE. )F AND GROUND -MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM VIEW OR > SO AS NOT TO BE VISIBLE FROM ANY PUBLIC RIGHT-OF-WAY OR RESIDENTIAL DISTRICT 150' OF THE SUBJECT LOT, MEASURED FROM A POINT 5 FEET ABOVE GRADE. SUCH G SHALL BE COORDINATED WITH THE BUILDING ARCHITECTURE AND SCALE TO MAINTAIN A /APPEARANCE. :IID SIGNS SHALL BE PERMITTED SEPARATELY IN ACCORDANCE WITH UDO. NoTEs: ESR INSTALLS CONDUITS AS PER CITY SPECS AND DESIGN. R PROVIDES 30' OF #4 RIGID CONDUIT FOR RISER POLES. DEVELOPER INSTALLS )',-CITY :INSTALLS _REMAINDER: -- R POURS TRANSFORMER PADS PER CITY SPECS AND DESIGN. R INSTALLS PULL BOXES AS PER CITY SPECS AND DESIGN. (PULL BOXES D BY CITY.) PROVIDES DIGITAL AUTOCAD . 2000 VERSION OF PLAT AND/OR SITE PLAN. PROVIDES LOAD DATA FOR PROJECT. SEE MENTS ONSITE ARE EXISTING. ELECTRIC FACILITIES WILL BE DESIGNED WITHIN EASEMENTS. R WILL INTERCEPT EXISTING CONDUIT AT DESIGNATED TRANSFORMERS OR OTHER DEVICES AND EXTEND AS REQUIRED. l IT DOES NOT EXIST AT DESIGNATED TRANSFORMER OR OTHER EXISTING 'DEVICES, R WILL FURNISH AND INSTALL CONDUIT AS SHOWN ON CSU ELECTRICAL LAYOUT. STEEL- REINFORCING BARS CONCRETE PAVEMENT ... - - 6" !_IME STABILIZED SUBGRADE (EXTENDS 1' OUTSIDE THE EDGE OF PAVEMENT) 7 * X=6" OR 5" AS SHOWN ON THE PLAN 5" * 5" PAVEMENT - USE #3 REBAR ® 15" O.C.E.W. * 6" PAVEMENT - USE #3 REBAR 0 12" O.C.E.W. A TYPICAL CONCRETE PAVING SECTIO 6,, 7„ N.T.S. VICINITY MAP VI V ��Oo PROJECT of�^ LOCATION 11 y �+ 3/4'1 X 1 SMOOTH ° EXP 4,NSI N DOWELS �O�o LOT BOUNDARY 7,175 SF STORAGE I - - - - - - - - - - PUBLIC UTILITY EASEMENT J E IN I PROPERTY SETBACK LINE 1 SPACE PER 1,000 SF PROPOSED 6" WATERLINE --B -S S PROPOSED 4" SEWER LINE; CLEAN LITS 8 SPACES ,_1,250 SF OFFICE -SPACE ( _ _ I 1 { 0 1 PROPOSED SIDEWALK 1 PER 250 SF ' S SPACES i� ... .. , s: ,r,.:..N 01. _. N1 11R 9 9k . w I I PROPOSED FIRE HYDRANT S-8 EXISTING SEWER LINE W-12 EXISTING 12" WATERLINE 13 SPACES REQUIRED TOTAL 1 HANDICAP SPACE REQUIRED moz � �i I •. ss� DISTURBED AREAS LIMIT {. -FIRE LANE -FIRE-LANE-- Ii 1 •Q• HANDICAP SIGN HANDICAP PROPOSED2AS PARKINGPARKING: I 1 \ ,, Pu.E I I 1 SPACE HANDICAP PARKING i PROPOSED STORM INLETS I EXISTING STORM INLETS 10' I l 13 SPACES TOTAL 0 0 0 20 PUE { I ZONED R-1 I I I D GALE IN FEETcn - JS38° 59 01 V -188.74' POINT OFa�,F BEGINNING - MONUMENT M ■ SCHULTZ ENGINEERING LLC THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY TBPE NO. 12327 JOSEPH P. SCHULTZ, P.E., LICENSE NO. 65889 ON NOVEMBER 17, 2010. 2730 Longmire, Suite A College Station, Texas 77845 ISSUED FOR CONSTRUCTION 979.764.3900 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE JPS EL JPS 10-106 NOVEMBER 2010 Vii....................: JOSEPH P. SCHULTZ. F-12327 SCHULTZ ENGINEERING, LLC. SPRING ("REEK OFFICE & STORAGE COLLEGE STAT70N, TEXAS TOR IS TO VERIFY THE EXACT LOCATION AND VERTICAL POSITIONING OF EXISTING UTILITIES ICE LINES WITHIN THE PROJECT AREA, WHETHER SHOWN ON PLANS OR NOT, AT LEAST 48 tIOR TO ANY CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE DONE TO FACILITIES. CALL 1-800-DIG-TESS. 11 AND DISTANCES ARE MEASURED TO THE BACK OF CURB UNLESS OTHERWISE NOTED. 1TY LINES (WATER, GAS, SANITARY SEWER, VERIZON, STORM SEWER, ETC.) SHOWN ARE TAKEN AVAILABLE RECORD INFORMATION BASED ON CONSTRUCTION UTILITY MAP DOCUMENTS BY FROM CITY & INDEPENDENT AGENCIES AND/OR ABOVE GROUND FIELD EVIDENCE. POSITIONS MAY NOT REPRESENT AS -BUILT CONDITIONS. TT DEPTHS: REFER TO SHEET C5 -PAVEMENT PLAN FOR PAVEMENT DEPTHS. 'I AL BACK OF CURB RADIUS IS 3.5' UNLESS OTHERWISE NOTED ON THE DIMENSIONAL PLAN. ' GRAPHY SHOWN IS FROM FIELD SURVEY DATA. �f211MG SYSTEM SHOWN HEREON IS HONORING IS REFERRED TO THE NAD -83 TEXAS STATE CORDINATE SYSTEM LAMBERT PROJECTION, CENTRAL ZONE, AND AS MONUMENTED ON THE I SETBACK LINES SHALL BE IN ACCORDANCE WITH THE CITY OF COLLEGE STATION UNIFIED ENT ORDINANCE. )F AND GROUND -MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM VIEW OR > SO AS NOT TO BE VISIBLE FROM ANY PUBLIC RIGHT-OF-WAY OR RESIDENTIAL DISTRICT 150' OF THE SUBJECT LOT, MEASURED FROM A POINT 5 FEET ABOVE GRADE. SUCH G SHALL BE COORDINATED WITH THE BUILDING ARCHITECTURE AND SCALE TO MAINTAIN A /APPEARANCE. :IID SIGNS SHALL BE PERMITTED SEPARATELY IN ACCORDANCE WITH UDO. NoTEs: ESR INSTALLS CONDUITS AS PER CITY SPECS AND DESIGN. R PROVIDES 30' OF #4 RIGID CONDUIT FOR RISER POLES. DEVELOPER INSTALLS )',-CITY :INSTALLS _REMAINDER: -- R POURS TRANSFORMER PADS PER CITY SPECS AND DESIGN. R INSTALLS PULL BOXES AS PER CITY SPECS AND DESIGN. (PULL BOXES D BY CITY.) PROVIDES DIGITAL AUTOCAD . 2000 VERSION OF PLAT AND/OR SITE PLAN. PROVIDES LOAD DATA FOR PROJECT. SEE MENTS ONSITE ARE EXISTING. ELECTRIC FACILITIES WILL BE DESIGNED WITHIN EASEMENTS. R WILL INTERCEPT EXISTING CONDUIT AT DESIGNATED TRANSFORMERS OR OTHER DEVICES AND EXTEND AS REQUIRED. l IT DOES NOT EXIST AT DESIGNATED TRANSFORMER OR OTHER EXISTING 'DEVICES, R WILL FURNISH AND INSTALL CONDUIT AS SHOWN ON CSU ELECTRICAL LAYOUT. STEEL- REINFORCING BARS CONCRETE PAVEMENT ... - - 6" !_IME STABILIZED SUBGRADE (EXTENDS 1' OUTSIDE THE EDGE OF PAVEMENT) 7 * X=6" OR 5" AS SHOWN ON THE PLAN 5" * 5" PAVEMENT - USE #3 REBAR ® 15" O.C.E.W. * 6" PAVEMENT - USE #3 REBAR 0 12" O.C.E.W. A TYPICAL CONCRETE PAVING SECTIO 6,, 7„ N.T.S. VICINITY MAP VI V ��Oo PROJECT of�^ LOCATION 11 y �+ 3/4'1 X 1 SMOOTH ° EXP 4,NSI N DOWELS �O�o LOT BOUNDARY - - - - - - - - - - PUBLIC UTILITY EASEMENT J E PROPERTY SETBACK LINE PROPOSED 6" WATERLINE --B -S S PROPOSED 4" SEWER LINE; CLEAN LITS W W PROPOSED 1" WATER SERVIIC LINE ® PROPOSED WATER METER PROPOSED SIDEWALK © PROPOSED ELECTRICAL TRAN FORMER PROPOSED FIRE HYDRANT S-8 EXISTING SEWER LINE W-12 EXISTING 12" WATERLINE GAS EXISTING GAS LINE EXISTING FENCE i •. ss� DISTURBED AREAS LIMIT -FIRE LANE -FIRE-LANE-- Ii •Q• HANDICAP SIGN HANDICAP INLET PROTECTION PROPOSED STORM PIPE EXISTING STORM PIPE PROPOSED STORM INLETS EXISTING STORM INLETS TO BE MODIFIED CATLO ROCK UB IVISION Wm D Fitch Pkwy - S.H. 40 0 0 CAS GATE lO`C9 a SUBDI SION 9 0� lg N NmT"SrAu SPRINGCREEK OFFICE& STORAGE SPRING CREEK GARDENS PHASE 3 PROJECT AREA 0.800 ACRES BEING A PORTION OF BLOCK 3, LOT 1 R �c 13'2010 = 2.2 -36 -ACRES'- _ ■ ZONED PDD CRAWFORD BURNETT LEAGUE, A- 54 COLLEGE STATION, BRAZOS COUNTY, TEXAS SCALE: 1 " = 20' OCTOBER 2010 i. OWNER: ENGINEER: Spring Creek CS Developmeat, Ltd. SCHULTZ ENGINEERING, LLC. 4490 Castlegate Drive TBPE .Firm Reg. No. 12327 College Station, TX 77845 2730 Longmire Drive, Suite 1 (979) 690-7250 - College Station, Texas 77846 DEVELOPER: P. 0. Bog 11995 College Station, Texas 7789 3-D Development 979.764.3900 4490 Castlegate Drive College Station, TX 77845 (979) 690-7250 SCALE VERTICAL N/A HORIZONTAL 111=201 PLOTTING SCALE: 1:1 FILE NAME: 10-106 C1 10,9116-1 0 BLOCK 2 ► (; I ��� J� I \ I L I I I N \ a \ 34R ► 35R 36R \\ 32 33 I I I ( k k k L I I I I I I I kkk k � k t t k k - \ 10' LANDSCAPE BUFFER k t k k k k a \ I t -A k k k t t C k t t k k t k k i I I ` I I I I 6' HIGH I k k k t k k k k k k k \\ \ SCREEN k WALL 10' LANDSCAPE t °k k k t k t k k k k k. �..7 BUFFER kk8/k tkkkt. k k k k �' •-- -�, t k t "�,""�a'-.n• k k k k k k k t k/ t k t � \ -..-• .�.-. ,,..-. - a t t k k k k k k k a k - k k < k k k z—k ykk k % --s- _ _ _ _ _ _ _ _ _ — _ k k k k k k k k k k VEGETATION MUST s t k r k t t BE PLACED 5' FROM BOTH SIDES OFTHE T/�tV VTTT_____________ — — — — —=-- — — — — — — — — — — — — — — — — — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - / S / FT]✓(•, - Ik SYMBOL SIZE NAME & TYPE ° 2.1"-3.4" CAL LIVE OAK (Quercus virginiana) CANOPY 2.0"& LARGER ° 2.1"-3.4" CAL CHINESE PISTACHE (Pistacia chinensis) _._ Y_ _ _. - -CANOPY 1.25" CAL CREPE MYRTLE (Lagerstoemia indica) NON -CANOPY ® 5 GAL WAXLEAF LIGUSTRUM (ligustrum japonicum) SHRUB QUANTITY 2 3 21 30 HC LIM k t t k k I t t® ^^ ! I k PROPOSED %%%%%%%%%%%�% _ 9s \ t t t k COMMON BERMUDA TURF - HYDROSEED OR SOD ' k 10' LANDSCAPE BUILDING S8 'moi-`l'd DISTURBED AREA LIMIT kBUFFER t°k OFFICE & ¢ t STORAGE, SELF-SERVICE k /% t k tat �9s \ ti t� k t 6' HIGH SCREEN WALL '� __i• k I - •� 1 %�� k k k k t k k k k k% k t .. i k ° k i 7J75 SF OF SELF STORAGE k k k k t k t k ` ` t ' 1200 SF OF t k k t k k k < 2 t k k i 43 UNITS k,_-.'' t k t t 10 ' LANDSCAPE BUFFER LIMITS k OFFICE •• / k \ 6' NIGH I r b k I t 41®•k POINTS PER PROJECT AREA: SCREEN k \ WALL 34;860 SQUARE FEET OF SITE AREA k k k k 34,860 SF / 1,000 = 34.9 - _ 34.9 x 30 = 1,046 POINTS 600 POINTS FROIVCANOPY TREES = 57% 41 k k k k 0 ST — ST — ST — ST ST — ST — ST — ST — ST — ST ST k k t r ®k \ \ k \ \ \ STREETSCAPE: k k k k k t k L• k t t k Y t k k k t t t k k t k t k k k k t k t k t k t \ _ k',4 k t k !� D \\ k k k k t k t t t k k k t '• k k k t k k t t t C - ! ""�'i - / k k k \\ \ (182'/ 32) = 5.7 CANOPY TREES \ kkk ADDITIONAL LANDSCAPE POINTS: 10' BUFFET\ `k 1 __---- — — \ YARD -------- -- ,-- \ \ �\ —-------_------------------`•— I \ \ ((182-32)/50)x300 POINTS =900 POINTS � \ \ \ 4- TOTAL POINTS REQUIRED: 1,946 POINTS 28 V I EXISTING, cin \ TOTAL POINTS PROPOSED: 1,950 POINTS FENCE6' HIGH \ SCREEN ` I \ \ BUFFER: REQUIRED PROVIDED WALL I MINIMUM OF ONE 1.25 -INCH CALIPER j NON -CANOPY TREE PER 15 LINEAR FEET OR (26) NON -CANOPY TREE D ONE 5 GALLON SHRUB PER 3 LINEAR FEET (384.6'/15=25.64) 4MINIMUM OF ONE 2 -INCH CALIPER CANOPY (20) 2" CANOPY TREE BLOCK 3 TREE PER 20 LINEAR FEET (384.6/20-19.2) NOTE: 1 TREE PER 20 LF INSTEAD OF 25 LF � AS REQUIRED BY THE PDD CONCEPT BLOCK 2 ' LOT IR ; PLAN VALUE 150 REETSC) BUFFER 150 40 BUFFER 10 TOTAL POINTS 300 300 400 4091 TOTAL: 1,950 2 NOTE: /GENERAL I R I 100% COVERAGE OF GROUNDCOVER, DECORATIVE PAVING, 2.2 3 ACRE S DECORATIVE ROCK ( NOT LOOSE, OR A PERENNIAL GRASS IS V REQUIRED IN PARKING LOT ISLANDS, SWALES AND DRAINAGE AREAS, I THE PARKING LOT SETBACK, RIGHTS-OF-WAY, AND ADJACENT , ' PROPERTY DISTURBED DURING CONSTRUCTION. 01 I IRRIGATION SYSTEM NOTES: 1. AN IRRIGATION SYSTEM TO SERVICE ALL NEW PLANTING3 WILL BE � INSTALLED BY A CERTIFIED INSTALLER BEFORE A CERTIFtCAZE--OF- V I OCCUPANCY IS ISSUED. ■ 26 ' 2. IRRIGATION SYSTEM MUST BE PROTECTED BY EITHER A D PRESSURE VACUUM BREAKER, A REDUCED PRESSURE PRINCIPLE ; I BACK FLOW DEVICE, OR A DOUBLE-CHECK BACK FLOW DEVICE, j AND INSTALLED AS PER CITY ORDINANCE 2394. 3. ALL BACK FLOW DEVICES MUST BE INSTALLED AND TESTED UPON 20 10 0 20 INSTALLATION AS PER CITY ORDINANCE 2394. I DEC 2010 i j , SCALE IN FEET SCHULTZ ENGINEERING LLC TBPE NO. 12327 2730 Longmire, Suite A College Station, Texas 77845 979.764.3900 SURVEYED DESIGNED DRAWN APPROVED jOB NO. DATE KERR JPS EL JPS 10-106 NOVEMBER 2010 OFFICE & STORAGE COLLEGE STATION., TEXAS LANDS'CAPE SCALE VERTICAL N/A HORIZONTAL 1 "=20' PLOTTING SCALE: 1:1 FILE NAME: 10-106 01 SCHULTZ ENGINEERING LLC TBPE NO. 12327 2730 Longmire, Suite A College Station, Texas 77845 979.764.3900 SURVEYED DESIGNED DRAWN APPROVED jOB NO. DATE KERR JPS EL JPS 10-106 NOVEMBER 2010 OFFICE & STORAGE COLLEGE STATION., TEXAS LANDS'CAPE SCALE VERTICAL N/A HORIZONTAL 1 "=20' PLOTTING SCALE: 1:1 FILE NAME: 10-106 v— • I I r� �i Q� Q; 1 Q L Q --r.a,.AO � o 41 m pans I meta i root- i ng a� o , 0 Q I. a 0 E 0 51 Q (a U � Q U 41' 12 U O �O s O / \ - tD J Q� L synthetic stone = 166 of ( 1816) Q� Q� �1 L 013 / I \ Bronze Low -,E glass = 68 of (816) - "Galvalume" R Panel sheeting = 68 sf (816) Natural finish cedar shutters/vents = 56 of 6&%) stucco finish panel siding = 545 of (6016) (Stucco -lite prefinished panels in "Terrain" finish) Alum, Framed _ - . 1 Low E glass windows (typ) V East Elevation Alum II II . Framed 1/4 = 1-0 - 11E.11 Low glass - storefront door (typ) R panel R panel metal roofing metal siding metal awning IL v— • I I r� �i s nthetic stone = S2 of ( 316) stone pilaster y stone p i l asterstone pilaster ec St i ona 1 metal roll -up l 1-u doors Bronze Low -E glass = 60 of (216) p II II Pre -finished metal rollup door in "Continental Brown" - 560 of (1910) South Elevation 31-O Galvalume R Panel sheeting = 1103 of (5816) - -- (stucco -lite prefinished -panels in Terrain finish i stone pilaster = 30 of (216) I _ 12 i pane l metal roof Ing I metal awning awnings windows i North Elevation 3/111 = 1 �O�I synthetic stone = 102 of ( 310) Bronze Low -E glass = 40 of (116) Pre -finished metal rollup door in "Continental Brown" = 560 of 09 "Galvalume" R Panel sheeting = 1813 or ((006/6) stucco finish panel siding = 441 sf (1616) (Stucco -lite prefinished panels in "Terrain" finish) stone pilaster = 20 of (116) Q� Q; Q L Q --r.a,.AO � o 41 C14 a� o , 0 Q I. a 0 E 0 51 Q (a U � Q U 41' in r U O �O s O / \ - tD J Q� L Q� Q� �1 L 013 / I \ s nthetic stone = S2 of ( 316) stone pilaster y stone p i l asterstone pilaster ec St i ona 1 metal roll -up l 1-u doors Bronze Low -E glass = 60 of (216) p II II Pre -finished metal rollup door in "Continental Brown" - 560 of (1910) South Elevation 31-O Galvalume R Panel sheeting = 1103 of (5816) - -- (stucco -lite prefinished -panels in Terrain finish i stone pilaster = 30 of (216) I _ 12 i pane l metal roof Ing I metal awning awnings windows i North Elevation 3/111 = 1 �O�I synthetic stone = 102 of ( 310) Bronze Low -E glass = 40 of (116) Pre -finished metal rollup door in "Continental Brown" = 560 of 09 "Galvalume" R Panel sheeting = 1813 or ((006/6) stucco finish panel siding = 441 sf (1616) (Stucco -lite prefinished panels in "Terrain" finish) stone pilaster = 20 of (116) ' stone pilaster ' soft rim a !I�al����� 0I IIIIIIIIIIIIIIIIIIIIIIIII��I i tj Q� Q; Q L Q E `Q � � o 41 C14 a� o , 0 Q I. a 0 E 0 51 Q (a U � Q U 41' in r U O �O s O / I - tD J Q� L Q� Q� �1 L 013 / I \ ' stone pilaster ' soft rim a !I�al����� 0I IIIIIIIIIIIIIIIIIIIIIIIII��I i tj Q� Q; Q L Q E `Q � � o 41 C14 a� o , 0 Q I. a 0 E 0 51 Q (a U � Q U 41' in r U O �O s O / I - tD J Q� L Q� Q� �1 L 013 I ' stone pilaster ' soft rim a !I�al����� 0I IIIIIIIIIIIIIIIIIIIIIIIII��I i tj Q� Q; Q L Q E `Q � � o 41 C14 a� o , 0 Q I. a 0 E 0 51 Q (a U � Q U 41' in r U O �O s O I - tD Q� L Q� Q� �1 L 013 I West F-levation 1/ " V=WO Low "E"lass "Galvalume•' R Panel sheeting = 848 of (9416) g p storefront door (typ) stone pilasters = 16 of (210) _ cedar beam = 8 of (110)