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HomeMy WebLinkAboutDrawingsPROJECT BENCHMARK: TBM LOCATED '139.25' AT THE BEARING - I S 4T 19' 58" W FROM THE WESTERN HARVEY ROAD (State Highway 30) --_ _ MOST PROPERTY CORNER OF THE EXISTING (120' R.O.W.) - -- 290 - - - - -' PROPERTY ALONG HWY. 30. ELEVATION = 286.23 (2) 6 Anchor Tee - " ._._ (2) 6" Anchor. Coupling - --� 6 -6" D.I. Tee #3 Rebar Fre Hydrant Assembley II \ R_3" 6" D.I. 45• Bend 6" Isolation Valve (See Note 13.) FIRE SUPPRESSION LINE \ EXI` (SEE N TE 4.) aco 20 E ' U.. X281 8W-�;- 8W-288- -8W- SW R=3" 4 '-4_!'51_ E -1U9 96 `- _ - _ _ T - T :N 42' 12'58_ E 103.03'T- - �T - - E -T�- E _ T - - E T 6" D.I. 90 Bend MODULAR BRICK SW- 8W� 8W- 8 -8�jy- 287' liy - ' 7 RETAINING WALL - R30. -0a � ~ • • • • - - - - PROPOSED 2a3 11, I 20,_0. M ( OFFICE 2,500 SQ. FT. I I i 1 - EXISTING " Ir; I I I ( CONCRETE � F.F. ELEV. M I 15' P.U.E. F.F. ELEV. F.F. ELEV. N I RECT�NGULAR 283.00 ±284 ±282.94 N I 1 CHAN EL 'A' m I v,l ' �a�m' MODULAR BRICK RETAINING WALL El 1) 1 86'-90\ I ! N 11283.0 m EXISTING I F. 281.88 D I G 20'-0" 15' P.I.I.E. I i I 1 III I I II \/ Z FIRE LANE III I \ F.F. ELEV. ±283 I l I \ / \• I PROPOSED FIRE LINE II J R I MINI -STORAGE D h$� 1 u I I MINI -STORAGE i .r TWO STORY Z I ti 14,3.68.29 SQ. FT. N �, v 40,497 SQ. FT. A a= c I I I N Height: 29'-11" (max.)F.F. ELEV. G (O� \) �, O a oo I nnnr�n an �n n, DD o mato 9 ±281.89 a o 1 II I W. 1��C�On 1P.A-T � � F.F. ELEV. 281`88 � I I\ . C @ c Orn - Q \8 I I' N ��aQ d i I I I ��' m F. F] 281.88 2 2 j' �'� 10'-8" NEAT saw cur I O I I I ` i / F.F \ 280.90 r - i I to Qo 0 4E LANE Co I I MINI -STORAGE - on- to �� C� `° m �N #4 DOWELS x 18" 4 CI \ \ o � r3 GD ��i� CC, DRILL AND SET 9" = 1 d I 15,577.97 SQ. FT. \ i \ - 2g1 _ I I @POINT -OF -TANGENT C7 INTO EXISTING CONCRETE. F.F. ELEV. m FB -BC 6" CONCRETE PAD N I II \ I ±282 I D 21 0' \ I I W/#4®18" CC/EW WITH U Z F.F. E X28 s" RAISED CURB 1 I\ I Z80.90 \ y ( AROUND THE PERIMETER. �d I F.F. ELEV. N 56'-0" 20, �„ I\ A �C \ I ±280.90 / 0'-1.5a i / , a j I A j CONCRETE / R30 -0< I I rn RECTAN WLAR (T 1 300 L.F. SILT FENCE Z CHANNEL \ f ` 15#-6"1. r ❑ m \ JACO �M ±281 3 -9 ) / U)\ EXISTINGCONC i 7'-9a ET ) 15' P.U.E. i o / , RECyANGJU R 2j OHANNEL DUMPSTER D 1 ---� I m F.F. ELEV. I i ��$''ffII r PAD Z ✓ 211 \ SEE DETAIL 1 1 ±279.85 1IF m 279 \. BROKEN CONCRETE / ' .1 �o ( ✓I CONCRETE D U M P c J TE R PAD DETAIL I N I�n°d s-z\RIPRAP - 7 SY EACH. �� N N RETAINING WALL Scale: 1" = 10' i n EXISTING OUTLET I SEE LANDSCAPING PLAN FOR STRUCTURE TO BEI 27 i o ,_ a VEGETATION SCREENING. I 1 IRENOVATED. \ BC -BC SEE PAGE 4. F� �So I 25'-1 ;-PETE TION FACILITY 279 1 214.25 / EXISTING DETENTION PANSION \ 1 FACILITY PAGE 4. S g 1 S SF --S g 12 GATE 1 S 15 �CISTING 1 \ EXISTING WQQP_ WOOD / r /20 , P.U.E. \ -PRIVACY FENCE PRIVACY FENCE :sS ±451 L . SI. NCE ?>>-� I EXTENSION - 15S c-UlglNG °� 1 1 15S 4- r• _ \1 a -mo.' -s 3A• 34 � w SITE NOTES NOV G?o z0v t14�1� 1. THE CURRENT OWNER OF THE PROPERTY IS J.D.P. HOLDING: INC., 2112 SOUTHWOOD DRIVE, W__ COLLEGE STATION, TEXAS- 77840. \\\ \ S 38747'02" _ \ - 2.' THE PROPERTY CONSISTS -0F LOT 1, BLOCK 1 OF THE JORDAN SUBDIVISION AND LOT 2.1, BLOCK �,� - 4 OF THE HARVEY HILLSIDE SUBDIVISION AND IS CURRENTLY ZONE PDD -B. THE TOTAL AREA OF \ \ �d THE PDD -B IS APPROXIMATELY 81,457 SF (2.82 AC). / 1 \ '�3� rte' 3. THE PROPERTY IS LOCATED IN "FLOOD ZONE X" AND IS ±1,800 FEET EAST OF THE LIMITS OF #4 ® 18" CC, EW 6a • • • • 6" .�5:. ..r Stabilized Subgrade (See Table below.) TABLE OF SUBGRADE STABILIZATION REQUIREMENTS P.I. = PLASTICITY INDEX 77 FIRE HYDRANT TS �� r 25 LF of AWWA 0909, 74 LF of AWWA C909,• �-0" FIRE ``.CL 200 PVC_ �BC_8C LIWE-� MH IF P.I. > 20 AND L.L. <_ 35, LIME STABILIZED SUBGRADE SCALE.- % = 30 - - _ > 15 AND L.L. >_ 36, LIME STABILIZED SUBGRADE �- "- -z . - . - . - . - . -; - ' 25 SB - - �� �--. CL 200 PVC 2' 25' SBL LIMITS ABOVE DO G.O.P. PERCENT OF LIME OR CEMENT REQUIRED (BY WEIGHT) ' M PERCENTAGE REQUIRED BICYCLE RACK R10'-0". < 5 SBL 5 3. CEMENT #4 Bars ® 18" O.C. ESMT. 5 S.Y. (4 SPACES MIN.) See Note 5. 26 TO I T-4" 1 LIME I ❑ R30'" 7 LIME I FINISHED FLOOR DETERMINED BY ASTM C977 UTILITY EASEMENT LIME FIRE LANES TO BE PAINTED RED WITH FOUR INCH 4" WHITE LETTERING STATING "NO PARKING - ( ) 1. THE CONTRACTOR SHALL NOT ALLOW SEDIMENT TO LEAVE THE WORK OR ENTER ANY ADJOINING. " UNIFORM COVERAGE OF GRASS GREATER THAN 1 IN HEIGHT WITH NO BARE SPOTS GREATER THAN 2 0 Lj(n_ ALLEXISTING UNDERGROUND UTILITIES. FURTHERMORE, THE CONTRACTOR SHALL CONTACT ALL FIRE LANE - TOW AWAY ZONE". WORDING MAY NOT BE SPACED MORE THAN FIFTEEN FEET (15') .AREA CHANNELS. ADDITIONAL MEASURES TO THOSE SHOWN ON THIS PLAN AND DESCRIBED IN THESE I �- - 25' SBL83' NOTE Curb shall be pour monolithically with pavement. NOTES MAY BE REQUIRED TO PREVENT SEDIMENT FROM LEAVING THE WORK AREA. THE CONTRACTOR EXISTING FEATURES SHALL BER BLE A COVERAGE REQUIREMENT WITHIN 60 DAYS OF INITIAL APPLICATION. PROPOSED FEATURES 5. TRENCHING AND BACKFILLING: THE BACKFILLING OF ALL TRENCHES WITHIN STRUCTURAL AREAS SHALL BE ACCOMPLISHED WITH CEMENT STABILIZED SAND PLACED TO WITHIN 6" OF STREET SUBGRADE. 13. ISOLATION VALVE SHALL BE HAVE VALVE BOX WITH LOCKABLE LID, AMP OR USA, LL562, OR 2 4S- - WASTEWATER MAIN &SIZE M " THE BACK -FILLING OF ALL TRENCHES OUTSIDE OF STRUCTURAL AREAS SHALL BE PLACED SO AS TO \ L ' 5'-; 10'-2" - GAS LINE I SUBSIDIARY TO CONCRETE PAVEMENT ITEM NOT TRANSPORTED DOWNSTREAM FROM PROJECT VIA HAY BALES OR SILT FENCE INSTALLATION. IF EXCESSIVE EROSION IS OBSERVED IN THE FIELD, ADDITIONAL EROSION CONTROLS SHALL BE BARBED WIRE FENCE -SF -SF --SF -SF--SF- SILTFENCE CERTIFIED LABORATORY AT THE CONTRACTORS EXPENSE TO VERIFY THESE: STANDARDS. ANY APPLICABLE CITY CODES AND THE BCS UNIFIED DESIGN GUIDELINES, SPECIFICATIONS AND DETAILS. INSTALLED. POWER POLE WITH GUY WIRE m 12 10 RETESTING DUE TO SUBSTANDARD WORK SHALL BE AT THE EXPENSE OF THE CONTRACTOR. I / 10'-0" F.D.C. t5' -1o" 4. SILT FENCING IS TO BE INSTALLED PER DETAIL. IN LIEU OF SILT FENCING, CONTRACTOR MAY USE NTS ' PARKING AREAS, THE LIMITS OF THE STRUCTURAL AREAS SHALL EXTEND 5 BEYOND THE EDGE OF ASPHALT. 15. THE PORTION OF THE END ISLAND WHERE BIKE RACK IS TO BE LOCATED SH4L HAVE STAMPED DIED CONCRETE. HAY BALE INSTALLATION .OR CONTINUOUS EXTRUDED FABRIC BERM FILLED WI1"H �'4" GRAVEL UPON APPROVAL OF THE ENGINEER. SEDIMENT TO BE CLEANED FROM SILT FENCING OR OTHER SEDIMENT - - FO- - UNDERGROUND FIBER OPTIC - �Q p� /� f%/� S j I 6" D.I. sidewalk 1 90 8850 ILL 4' �9" 28'-7" _-- 23'-8" TYPICAL CURB DETAIL / s 1 I ' GAT GATE FB, BC „ IJ mrr I I I _ - M ( OFFICE 2,500 SQ. FT. I I i 1 - EXISTING " Ir; I I I ( CONCRETE � F.F. ELEV. M I 15' P.U.E. F.F. ELEV. F.F. ELEV. N I RECT�NGULAR 283.00 ±284 ±282.94 N I 1 CHAN EL 'A' m I v,l ' �a�m' MODULAR BRICK RETAINING WALL El 1) 1 86'-90\ I ! N 11283.0 m EXISTING I F. 281.88 D I G 20'-0" 15' P.I.I.E. I i I 1 III I I II \/ Z FIRE LANE III I \ F.F. ELEV. ±283 I l I \ / \• I PROPOSED FIRE LINE II J R I MINI -STORAGE D h$� 1 u I I MINI -STORAGE i .r TWO STORY Z I ti 14,3.68.29 SQ. FT. N �, v 40,497 SQ. FT. A a= c I I I N Height: 29'-11" (max.)F.F. ELEV. G (O� \) �, O a oo I nnnr�n an �n n, DD o mato 9 ±281.89 a o 1 II I W. 1��C�On 1P.A-T � � F.F. ELEV. 281`88 � I I\ . C @ c Orn - Q \8 I I' N ��aQ d i I I I ��' m F. F] 281.88 2 2 j' �'� 10'-8" NEAT saw cur I O I I I ` i / F.F \ 280.90 r - i I to Qo 0 4E LANE Co I I MINI -STORAGE - on- to �� C� `° m �N #4 DOWELS x 18" 4 CI \ \ o � r3 GD ��i� CC, DRILL AND SET 9" = 1 d I 15,577.97 SQ. FT. \ i \ - 2g1 _ I I @POINT -OF -TANGENT C7 INTO EXISTING CONCRETE. F.F. ELEV. m FB -BC 6" CONCRETE PAD N I II \ I ±282 I D 21 0' \ I I W/#4®18" CC/EW WITH U Z F.F. E X28 s" RAISED CURB 1 I\ I Z80.90 \ y ( AROUND THE PERIMETER. �d I F.F. ELEV. N 56'-0" 20, �„ I\ A �C \ I ±280.90 / 0'-1.5a i / , a j I A j CONCRETE / R30 -0< I I rn RECTAN WLAR (T 1 300 L.F. SILT FENCE Z CHANNEL \ f ` 15#-6"1. r ❑ m \ JACO �M ±281 3 -9 ) / U)\ EXISTINGCONC i 7'-9a ET ) 15' P.U.E. i o / , RECyANGJU R 2j OHANNEL DUMPSTER D 1 ---� I m F.F. ELEV. I i ��$''ffII r PAD Z ✓ 211 \ SEE DETAIL 1 1 ±279.85 1IF m 279 \. BROKEN CONCRETE / ' .1 �o ( ✓I CONCRETE D U M P c J TE R PAD DETAIL I N I�n°d s-z\RIPRAP - 7 SY EACH. �� N N RETAINING WALL Scale: 1" = 10' i n EXISTING OUTLET I SEE LANDSCAPING PLAN FOR STRUCTURE TO BEI 27 i o ,_ a VEGETATION SCREENING. I 1 IRENOVATED. \ BC -BC SEE PAGE 4. F� �So I 25'-1 ;-PETE TION FACILITY 279 1 214.25 / EXISTING DETENTION PANSION \ 1 FACILITY PAGE 4. S g 1 S SF --S g 12 GATE 1 S 15 �CISTING 1 \ EXISTING WQQP_ WOOD / r /20 , P.U.E. \ -PRIVACY FENCE PRIVACY FENCE :sS ±451 L . SI. NCE ?>>-� I EXTENSION - 15S c-UlglNG °� 1 1 15S 4- r• _ \1 a -mo.' -s 3A• 34 � w SITE NOTES NOV G?o z0v t14�1� 1. THE CURRENT OWNER OF THE PROPERTY IS J.D.P. HOLDING: INC., 2112 SOUTHWOOD DRIVE, W__ COLLEGE STATION, TEXAS- 77840. \\\ \ S 38747'02" _ \ - 2.' THE PROPERTY CONSISTS -0F LOT 1, BLOCK 1 OF THE JORDAN SUBDIVISION AND LOT 2.1, BLOCK �,� - 4 OF THE HARVEY HILLSIDE SUBDIVISION AND IS CURRENTLY ZONE PDD -B. THE TOTAL AREA OF \ \ �d THE PDD -B IS APPROXIMATELY 81,457 SF (2.82 AC). / 1 \ '�3� rte' 3. THE PROPERTY IS LOCATED IN "FLOOD ZONE X" AND IS ±1,800 FEET EAST OF THE LIMITS OF #4 ® 18" CC, EW 6a • • • • 6" .�5:. ..r Stabilized Subgrade (See Table below.) TABLE OF SUBGRADE STABILIZATION REQUIREMENTS P.I. = PLASTICITY INDEX "FLOOD ZONE A" ON AN UNNAMED TRIBUTARY OF CARTER CREEK AS SHOWN ON THE F.I.R.M. L.L. = LIQUID LIMIT MH IF P.I. > 20 AND L.L. <_ 35, LIME STABILIZED SUBGRADE SCALE.- % = 30 IF P.I. > 15 AND L.L. >_ 36, LIME STABILIZED SUBGRADE CLEANOUT IF P.I. < 5, CEMENT STABILIZED SUBGRADE Q��Qg ACCEPTABLE SOILS OTHER THAN THOSE DEFINED BY THE NOT REQUIRE STABILIZATION LIMITS ABOVE DO G.O.P. PERCENT OF LIME OR CEMENT REQUIRED (BY WEIGHT) P.I.. M PERCENTAGE REQUIRED 11. ALL ROOF AND GROUND -MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREEND FROM VIEW OR MATERIAL < 5 SBL 5 3. CEMENT < 25 ESMT. 5 S.Y. LIME 26 TO 33 6 FB LIME 34 TO 40 7 LIME > 40 FINISHED FLOOR DETERMINED BY ASTM C977 UTILITY EASEMENT LIME paving nnotes 1. All pavement shall be 6" concrete (3,000 p.s.i.) with #4 at 18" CC, EW. TYPICAL PAVEMENT DETAIL ABBREVIATIONS BC BACK OF CURB F/L FLOWLINE BM BENCHMARK KRW KEYSTONE RETAINING WALL C/L CENTERLINE L F LINEAR FEET ��ty4g� PROPOSED CONDIT%ONS "FLOOD ZONE A" ON AN UNNAMED TRIBUTARY OF CARTER CREEK AS SHOWN ON THE F.I.R.M. CRw CONCRETE RETAINING WALL MH MANHOLE �� C�fl`� SCALE.- % = 30 (FLOOD INSURANCE RATE MAP), MAP NUMBER 4804100161 C, EFFECTIVE DATE JULY 2, 1992. CID CLEANOUT P.U.E. PUBLIC UTILITY EASEMENT Q��Qg ACCORDANCE WITH THE B/CS UNIFIED DESIGN GUIDELINES, SPECIFICATIONS, AND DETAILS. G.O.P. CENTERED ON PROPERTY LINE R.O.W. RIGHT-OF-WAY M 11. ALL ROOF AND GROUND -MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREEND FROM VIEW OR D.I. DUCTILE IRON SBL SET BACK LINE 3. IN LIEU OF USING THE CONSTRUCTION MATERIALS INDICATED IN THESE PLANS, THE CONTRACTOR ISOLATED SO AS NOT TO BE VISIBLE FORM ANY PUBLIC RIGHT-OF-WAY OR RESIDENTIAL DISTRICT ESMT. EASEMENT S.Y. SQUARE YARDS GENERAL CONSTRUCTION NOTES: GENERAL CONSTRUCTION NOTES GENERALEROSION CONTROL NOTES: FB FACE OF BUILDING TW TOP OF RETAINING WALL 0 F.F. FINISHED FLOOR U.E. UTILITY EASEMENT L E THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXACT LOCATION OF 9. 1. IT SHALL B FIRE LANES TO BE PAINTED RED WITH FOUR INCH 4" WHITE LETTERING STATING "NO PARKING - ( ) 1. THE CONTRACTOR SHALL NOT ALLOW SEDIMENT TO LEAVE THE WORK OR ENTER ANY ADJOINING. " UNIFORM COVERAGE OF GRASS GREATER THAN 1 IN HEIGHT WITH NO BARE SPOTS GREATER THAN 2 0 Lj(n_ ALLEXISTING UNDERGROUND UTILITIES. FURTHERMORE, THE CONTRACTOR SHALL CONTACT ALL FIRE LANE - TOW AWAY ZONE". WORDING MAY NOT BE SPACED MORE THAN FIFTEEN FEET (15') .AREA CHANNELS. ADDITIONAL MEASURES TO THOSE SHOWN ON THIS PLAN AND DESCRIBED IN THESE SQUARE FEET. SECOND APPLICATION OF FIBERMULCH IS REQUIRED FOR BARE SPOTS NOT MEETINGp �- - SEWER MANHOLE ! WATER VALVE UTILITYCOMPANY REPRESENTATIVES A MINIMUM OF 48 HOURS IN ADVANCE OF ANY EXCAVATION. 344 8377 APART. NOTES MAY BE REQUIRED TO PREVENT SEDIMENT FROM LEAVING THE WORK AREA. THE CONTRACTOR EXISTING FEATURES SHALL BER BLE A COVERAGE REQUIREMENT WITHIN 60 DAYS OF INITIAL APPLICATION. PROPOSED FEATURES 6. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO COMPLY WITH ALL STATE AND FEDERAL 16. AWNINGS CONSTRUTED WITHIN THE FIRE LANE SHALL HAVE A MINIMUM HEIGHT (OR CLEARANCE) CONTROL DEVICES WHEN DEPTH OF SEDIMENT REACHES N1/2 TOTAL HEIGHT OF DEVICE. of OVERHEAD ELI_CTRICAL CONTRACTOR IS TO INSURE EROSION CONTROL DEVICES ARE CONSISTENTLY INSTALLED AND PROPERLY - - T - - TELEPHONE CABLE REGULATIONS REGARDING CONSTRUCTION ACTIVITIES NEAR ENERGIZED OVERHEAD POWER LINES. ABOVE THE PAVEMENT OF 14!-6". p I 7. WHERE A CONTRADICTION BETWEEN PLANS AND SPECIFICATIONS OCCUR, THE PLANS SHALL BE RULED MAINTAINED, CATV/TELEPHONE PEDESTAL PROPERTY LINE AS SUPERIOR. - - - EASEMENT LINE 8. THE CONTRACTOR WILL BE SUPPLIED WITH HORIZONTAL CONTROL DATA AND BENCHMARK INFORMATION. DETAILED TRANSFERS OF ELEVATIONS, LINE AND GRADES TO STRUCTURES AND OTHER FEATURES OF SCALE: 5' 30' = 30' 0 7.5' 15' THE WORK. SHALL BE DONE BY THE CONTRACTOR. CID A. CONTACT DIG TES S ® 1-800- - 10. AUTOMATIC IRRIGATION SYSTEM TO BE SIZED AND INSTALLED BY OTHERS. IRRIGATION SYSTEM ESPONSI FOR CLEAN-UP ND RE 0 TION TO G ST RA ORI INAL CONDITION, INCLUDING ESTABLISHMENT OR RE -VEGETATION OF ANY LANDS OR CHANNELS AFFECTED SHOULD CONSTRUCTION O 2. ALL WATER AND SEWER CONSTRUCTION IN PUBLIC RIGHTS-OF-WAY AND EASEMENTS SHALL BE IN SHALL BE APPROVED PRIOR TO THE ISSUANCE OF THE C.O. SEDIMENT BE FOUND OUTSIDE OF LIMITS OF CONSTRUCTION WORK. O PROPERTY CORNER ACCORDANCE WITH THE B/CS UNIFIED DESIGN GUIDELINES, SPECIFICATIONS, AND DETAILS. 3 0 - - SETBACK LINE M 11. ALL ROOF AND GROUND -MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREEND FROM VIEW OR 2. ALL DISTURBED AREAS ARE TO HAVE ESTABLISHMENT OF GRASS AS OUTLINED BELOW. CONTRACTOR 6W- - WATER MAIN WITH SIZE 3. IN LIEU OF USING THE CONSTRUCTION MATERIALS INDICATED IN THESE PLANS, THE CONTRACTOR ISOLATED SO AS NOT TO BE VISIBLE FORM ANY PUBLIC RIGHT-OF-WAY OR RESIDENTIAL DISTRICT IS RESPONSIBLE FOR WATERING, MAINTENANCE AND ESTABLISHMENT OF GRASS FOR A PERIOD OF 90 - - EASEMENT LINE SHALL OBTAIN WRITTEN APPROVAL FROM THE ENGINEER FOR ANY SUBSTITUTION. WITHIN 150 OF THE SUBJECT LOT, MEASURED FROM A POINT FIVE FEET ABOVE GRADE. DAYS. CONTRACTOR TO GUARANTEE ALL PLANTED MATERIAL GROWTH AND COVERAGE FOR A PERIOD -9-FIRE HYDRANT m m 0 OF 6 MOS. GROWTH AND COVERAGE SHALL BE DEFINED AS 95% OF THE PLANTED AREA WITH WATER VALVE 6W WATER MAIN W/SIZE 4: TRENCH SAFETY REQUIREMENTS SHALL BE IN ACCORDANCE WITH O.S.H.A. STANDARD 29 CFR PART. 12. 100% COVERAGE OF GROUNDCOVE R DECORATIVE PAVING DECORATIVE .ROCK OR A PERENNIAL GRASS " UNIFORM COVERAGE OF GRASS GREATER THAN 1 IN HEIGHT WITH NO BARE SPOTS GREATER THAN 2 0 Lj(n_ W 1926 SUBPART P. FOR GENERAL REQUIREMENTS, SEE SHEET 6 FOR DETAILS. IS REQUIRED IN PARKING LOT ISLANDS, SWALES AND DRAINAGE AREA, THE PARKING LOT SETBACK, SQUARE FEET. SECOND APPLICATION OF FIBERMULCH IS REQUIRED FOR BARE SPOTS NOT MEETINGp �- - SEWER MANHOLE ! WATER VALVE RIGHTS-OF-WAY AND ADJACENT PROPERTY DISTURBED DRUING CONSTRUCTION. COVERAGE REQUIREMENT WITHIN 60 DAYS OF INITIAL APPLICATION. 5. TRENCHING AND BACKFILLING: THE BACKFILLING OF ALL TRENCHES WITHIN STRUCTURAL AREAS SHALL BE ACCOMPLISHED WITH CEMENT STABILIZED SAND PLACED TO WITHIN 6" OF STREET SUBGRADE. 13. ISOLATION VALVE SHALL BE HAVE VALVE BOX WITH LOCKABLE LID, AMP OR USA, LL562, OR 3. CONTRACTOR IS TO MAINTAIN EROSION CONTROL THROUGHOUT DURATION OF THE PROJECT SUCH 4S- - WASTEWATER MAIN &SIZE FIRE HYDRANT ASSEMBLY THE BACK -FILLING OF ALL TRENCHES OUTSIDE OF STRUCTURAL AREAS SHALL BE PLACED SO AS TO APPROVED EQUAL THAT ALL DITCH SECTIONS MATCH GRADES ONCE VEGETATION IS ESTABLISHED. INSURE SEDIMENT IS - -G- - GAS LINE ACHIEVE 85 PERCENT MODIFIED PROCTOR DENSITY. ALL BACKFILLING SHALL BE BETWEEN OPTIMUM AND 4 PERCENT (47.) ABOVE OPTIMUM MOISTURE CONTENT. TESTING SHALL BE PROVIDED BY A 14. THE FIRE SUPPRESSION LINE SHALL BE CONSTRUCTED AND INSTALLED IN COMPLIANCE WITH ALL NOT TRANSPORTED DOWNSTREAM FROM PROJECT VIA HAY BALES OR SILT FENCE INSTALLATION. IF EXCESSIVE EROSION IS OBSERVED IN THE FIELD, ADDITIONAL EROSION CONTROLS SHALL BE BARBED WIRE FENCE -SF -SF --SF -SF--SF- SILTFENCE CERTIFIED LABORATORY AT THE CONTRACTORS EXPENSE TO VERIFY THESE: STANDARDS. ANY APPLICABLE CITY CODES AND THE BCS UNIFIED DESIGN GUIDELINES, SPECIFICATIONS AND DETAILS. INSTALLED. POWER POLE WITH GUY WIRE FIRE LANE FIRE LANE STRIPING RETESTING DUE TO SUBSTANDARD WORK SHALL BE AT THE EXPENSE OF THE CONTRACTOR. THE FIRE SUPPRESSION LINE SHALL HAVE 48" COVER (MIN.) STRUCTURAL AREAS SHALL INCLUDE ALL SIDEWALKS AND PAVED AREAS. FOR STREETS, ALLEYS AND 4. SILT FENCING IS TO BE INSTALLED PER DETAIL. IN LIEU OF SILT FENCING, CONTRACTOR MAY USE - -- - UE- - UNDERGROUND ELECTRICAL PARKING AREAS, THE LIMITS OF THE STRUCTURAL AREAS SHALL EXTEND 5 BEYOND THE EDGE OF ASPHALT. 15. THE PORTION OF THE END ISLAND WHERE BIKE RACK IS TO BE LOCATED SH4L HAVE STAMPED DIED CONCRETE. HAY BALE INSTALLATION .OR CONTINUOUS EXTRUDED FABRIC BERM FILLED WI1"H �'4" GRAVEL UPON APPROVAL OF THE ENGINEER. SEDIMENT TO BE CLEANED FROM SILT FENCING OR OTHER SEDIMENT - - FO- - UNDERGROUND FIBER OPTIC - �Q p� /� f%/� S j 6. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO COMPLY WITH ALL STATE AND FEDERAL 16. AWNINGS CONSTRUTED WITHIN THE FIRE LANE SHALL HAVE A MINIMUM HEIGHT (OR CLEARANCE) CONTROL DEVICES WHEN DEPTH OF SEDIMENT REACHES N1/2 TOTAL HEIGHT OF DEVICE. of OVERHEAD ELI_CTRICAL CONTRACTOR IS TO INSURE EROSION CONTROL DEVICES ARE CONSISTENTLY INSTALLED AND PROPERLY - - T - - TELEPHONE CABLE REGULATIONS REGARDING CONSTRUCTION ACTIVITIES NEAR ENERGIZED OVERHEAD POWER LINES. ABOVE THE PAVEMENT OF 14!-6". p I 7. WHERE A CONTRADICTION BETWEEN PLANS AND SPECIFICATIONS OCCUR, THE PLANS SHALL BE RULED MAINTAINED, CATV/TELEPHONE PEDESTAL PROPERTY LINE AS SUPERIOR. - - - EASEMENT LINE 8. THE CONTRACTOR WILL BE SUPPLIED WITH HORIZONTAL CONTROL DATA AND BENCHMARK INFORMATION. DETAILED TRANSFERS OF ELEVATIONS, LINE AND GRADES TO STRUCTURES AND OTHER FEATURES OF SCALE: 5' 30' = 30' 0 7.5' 15' THE WORK. SHALL BE DONE BY THE CONTRACTOR. CID O o N 3 0 M 3 H m m m 0 W 0 Q Z Y 0 Lj(n_ W w 0 Q Z Z 0 M O Z Ln W W �= 00 W:D r --,Z (� Ty (A .. WV, � Q W X Ljj Z r-) H- O Y z 00 W W O r� M00 U Q W 0 L tj W U 0Jr_ 0 O OU CY) O O v 1 O O w O ^Ci o ti O � O O Lj O O SHEET NO. OF 6 SHEETS BEARING ISSUED FOR BIDDING AND OF PROJECT BENCHMARK: �p�E...... TBM LOCATED 139.25' AT THE BEA G S 47' 19'' 58" W FROM THE WESTERN HARVEY: ROAD (State Highway 30) CONSTRUCTION PURPOSES. � *�•• MOST PROPERTY CORNER OF THE EXISTING (120 R.O.W.) .....•'••••••••••......•••• PROPERIY A6 '`Ir HIMY 30, 4 ®18" J. D BROWNEJ - 8"x6" Anchor Tee »............................ ELEVATION = 286.23 8 CC, • DA - -_ (2) 6" Anchor CouplingJFA 6 D.I. Tee Fire Hydrant /leaembley #3 Rebar. ,��'�F /ST ,�.•�O �_� i, G• 8" D.I. 45' Bend , R:37 , ON •- 6" Isolation Volvo (Sea Note 13.) FIRE SUPPRESSION UNE • 6" EXISTING 287 (SEE NOTE 14:) 4 - 20' P.U.E. _ 8W 8W - -8W --8W „' 8 TD.. R=3„ ----- 9EE_11,62_,96",- - N 42,.4 51-E., N 42.12.58: E... 103.0 6...... G 6 6 P.I. 90 Send w - _ . _BRICK - MODULAR sw sw sw sw s 7 : 0 2 <: s 0 0 RETAINING WALL . • N co M PROPOSED >1 FIRE HYDRANT .2$ ' � 74 LF of AWN, C909, FlRE" . +•• _._._.�.-._.-._._. _..25LFofAWWAC5109, CL 200 PVC_ e- uwE_-,._.-.-. Subgrad Stabilized e c ec /^ (See Table below.) 2s seL C zoo Svc 282 zs sec 4 Bar's O 18" O.C. I 2 BICYCLE RACK R10'-0" 1 $9 (4 SPACES MIN.) �- to'=o" - See Note 15. I �' 18'-a .j - 25' seLE . Cub shall be pour monolithically with pavement. Q m m m NOT r onol'thi I� z 12 I I W W - P.I. = PLASTICITY INDEX . v L.L. = IIIA -I mI IF P.I. 5, CEMENT STABILIZED SUBGRADE _ dealk FD. ACC PTABLE SOILS OTHER. THAN THOSE DEFINED BY THE NOT REQUIRE STABILIZATION LIMITS ABOVE DO PERCENT O.F LIME OR CEMENT REQUIRED (BY [13-13E4'-a"�e°d TA L C TYPIC:U P II PERCENTAGE REQUIRED MATERIAL S 5 il) o 5 9 < 25 5 I 26 TO 33 6 LIME 34 TO 40 7 LIME 1[ 278.50. DETERMI^QED BY ASTM C977 30'-0. 10'-4" 1 1 OATJJ r� OFFICE 2,500 SQ. FT: OATS rn � 22` 5" FB -BC I 11LEx�sTING h . ELEV. ( F.F. ELEV. 3 F.F. ELEV. ComF.F. R 283.00 m s 15 P.U.E. ±284 ,a ±282.94 REG C GULAR EL ,A, m I 1 y MODULAR BRICK RETAINING WALL 1 I z° m W m .85-0 I I � � I EXISTING n 15' P.U.E. 1 ' - ' t + z 20'-0" FIRE LANE _ F.F. 283.00 F.F. ELEV. F. 81.88 P.I. = PLASTICITY INDEX . v L.L. = LIQUID LIMIT IF P.I. > 20 AND L.L. 5 35; LIME STABILIZED SUBGRADE IF P.I. > 15 AND . L.L. ;>_. 36, LIME STABILIZED SUBGRADE IF P.I. 5, CEMENT STABILIZED SUBGRADE ACC PTABLE SOILS OTHER. THAN THOSE DEFINED BY THE NOT REQUIRE STABILIZATION LIMITS ABOVE DO PERCENT O.F LIME OR CEMENT REQUIRED (BY WEIGHT P II PERCENTAGE REQUIRED MATERIAL S 5 il) o 5 CEMENT < 25 5 LIME 26 TO 33 6 LIME 34 TO 40 7 LIME I.> 40 DETERMI^QED BY ASTM C977 LIME 1 E E - i PROPOSED FIRE 3AGc_1fNi STOv v1,INI-STORAGE 1 TWO STORY Z 3:i ng nnotes 1 14,`,'68.29 SQ. FT. h �"� 39,486 SQ. FT. 1. All pavement shall be 6" concrete (3,000 p.s.i.) with #4 at `� Cue Ii N • I 18". m I I dOTi 9Q C �,®CC; �i F.F. ELEV. Height: 29'-11" (max.) O D: Gt _. ;� - _ ' DD ��0� 9 ±281.89 m / y ,� •w oQ G, 1 ( da y r;,o F.F. ELEV.. 281.88 i I ,� I� @ c.i - N. TYPICAL PAVEMENT DETAIL z �;�&@ ) I tz o mil �La 21] qFF. .281$8 fj1 Q Z ©. w F F: : 80:90 I o - c I MINI -STORAGE _ t V I 15,577.97 SQ. FT. I I v ,•� c 2'-6" = L F.F. ELEV. m FB -BC (n N ( ( ±282 z w m F.F. E r w l .90 m (r Z LLIdam' F.F. ELEV. N W 1.-00 ±280.90 I i WV) r VI D FOR Z U) r 1- A CON E COMPLIANCE z LLj V) 1 I CR "' I I z RE2.rtANGU.L'AR WW ' R30'-0" AUCOd6 OY WCEI-- • F.F. ELEV. �� ( ±281 COLLEGE STATION � Y z 00 I T-6" 35'-6 LIJ 10'-Q„ 300 L.F. SILT FENCE I IN 0 �W 0 n 1 EXISTING O V 1�I 15 P.U.E. �O WU Uj cC°ON F.F. ELEV. EXISTING R±279.85 REVIEWED n15P.U.E. J�CON R U RE 1U U NCc O O1 CONCRETE OBROKEN CONCRETE UNCNL RETAINING WALLRIPRAP 7 SY EACH. NI AUG Z 8 2006 EXISTING OUTLET 00 SEE LANDSCAPING PLAN FOR r STRUCTLIK TO BE t ! RENOVATED. 279 12' GATE M W VEGETATION SCREENING. 21'-0" , . II I SEE PAGE. 4:. » BC BC CnLLEGk �IATIUN -75'-2 DEWLOMNT SERtIIC v »- `ETE TION FACILI O O 2 4.25 11 279 S 1 2�A�.EXISTING DETENTION 25'_1 E PANSION 1 I FACILITY SE PAGE Sr"S .„ EXISTING O '-"---EXISTING WQW I ' 6' WOOD 155 �-� 0' P.U.E. C _PRIVACY FENCE - - '' PRIVACY FENCE 5 f45 L. S1. ENCE `r-,z� EXTENSION- 15S -EXISTING ` -155 =15��:U:f-ti 15S /� ,O - p g :31'k 4" rW �to):CG 2� w X.). ............ w ,SITE NOTES O o 1. THE CURRENT OWNER OF THE PROPERTY IS J.D.P. HOLDING, INC., 2112 SOUTHWOOD DRIVE; » W 191.11'- COLLEGE STATION, TEXAS 77840. Rf ty S 36 47-02! - - -- 2. THE PROPERTY CONSISTS OF LOT 1 BLOCK 1 OF THE JORDAN SUBDIVISION AND LOT 2.1 BLOCK 4-3 4 OF THE HARVEY HILLSIDE, SUBDIVISION AND IS CURRENTLY ZONE PDD -B. THE TOTAL AREA OF ABBREVIATIONS b THE PDD -B IS APPROXIMATELY 81,457 SF (2.82 AC). BC BACK OF CU F/L FLOWLINE O O O / , s t(GIr - RB �o ���;, ,c��-i 3. THE SITE IS CURRENTLY PARTIALLY DEVELOPED WITHT THE REMAINING PORTION CONSISTS OF BM BENCHMARK KRW KEYSTONE RETAINING WALL O U GRASSLAND AND WOODED 1►trcAS. L.F. LINEAR FEET CENTERLINE CADONS , 4. THE PROPOSED USE OF THE UNDEVELOPED PORTION OF THE PROPERTY IS A SELF STORAGE. CRW CONCRETE RETAINING WALL MH MANHOLE (oi�sy @-Mkd �'� °1SCALE I" 30' 5. THE PROPERTY IS LOCATED.'IN "FLOOD ZONE X" AND IS ±11,800 FEET EAST OF THE LIMITS OF Co CLEANOUT P.U.E. PUBLIC UTILITY EASEMENT yy "FLOOD ZONE A" ON AN UNNAMED TRIBUTARY OF CARTER CREEK AS SHOWN ON THE F.I.R.M. C.O.P: CENTERED ON PROPERTY LINE R.O.W. RIGHT-OF-WAY = 'A ,� p (FLOOD INSURANCE RATE MAP); MAP NUMBER 48041 CO161. C, EFFECTIVE DATE JULY 2, 1992. D.I. DUCTILE IRON SBL SET BACK LINE Q' GE(JERAL CONSTRUCTION NOTES• ESMT. EASEMENT S.Y. SQUARE YARDS _ l GENERAL CONSTRUCTION NOTES• GENERAL EROSION CONTROL NOTES: FB FACE OF BUILDING TIN TOP OF RETAINING WALL V F.F. FINISHED FLOOR U.E. UTILITY EASEMENT N 1. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXACT LOCATION OF 9. FIRE LANES TO BE PAINTED RED WITH FOUR INCH (4") WHITE LETTERING STATING "NO PARKING 1. THE CONTRACTOR SHALL NOT. ALLOW SEDIMENT TO LEAVE THE WORK AREA OR ENTER ANY ADJOINING ti ALLEXISTING UNDERGROUND UTILITIES. FURTHERMORE, THE CONTRACTOR SHALL CONTACT ALL FIRE LANE - TOW AWAY ZONE". WORDING MAY NOT BE SPACED MORE THAN FIFTEEN FEET (15) CHANNELS. ADDITIONAL MEASURES TO THOSE SHOWN ON THIS PLAN AND DESCRIBED, IN THESE UTILTYCOMPANY REPRESENTATIVES A MINIMUM OF 48 HOURS IN ADVANCE OF AINY EXCAVATION. APART. NOTES MAY BE REQUIRED TO PREVENT SEDIMENT FROM LEAVING THE WORK AREA. THE CONTRACTOR EXISTING.FEATURES PROPOSEDFEATURES A. CONTACT DIG TESS 0 1-800=344-8377 SHALL BE RESPONSIBLE FOR CLEAN-UP AND RESTORATION TO ORIGINAL CONDITION, INCLUDING, . 10. AUTOMATIC IRRIGATION SYSTEM TO BE SIZED AND INSTALLED BY OTHERS. IRRIGATION SYSTEM ESTABLISHMENT OR RE -VEGETATION OF ANY LANDS OR CHANNELS AFFECTED SHOULD CONSTRUCTION 0 ti 2. ALL WATER AND SEWER CONSTRUCTION IN PUBLIC RIGHTS-OF-WAY AND EASEMENTS. SHALL BE IN SHALL .BE APPROVED PRIOR TO THE ISSUANCE OF THE C.O. SEDIMENT BE FOUND OUTSIDE OF LIMITS OF CONSTRUCTION WORK. O PROPERTY COR4ER ACCORDANCE WITH THE B/CS UNIFIED DESIGN GUIDELINES, SPECIFICATIONS, AND DETAILS. - - SETBACK LINE OJ p 11. ALL ROOF AND GROUND -MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREEND FROM VIEW OR 2. ALL DISTURBED AREAS ARE TO HAVE ESTABLISHMENT OF GRASS AS OUTLINED BELOW CONTRACTOR 6W- - WATER'MAIN'WI'iH SIZE 3. IN LIEU OF USING THE CONSTRUCTION MATERIALS INDICATED IN THESE PLANS, THE CONTRACTOR ISOLATED S0 AS -NOT TO BE VISIBLE FORM ANY PUBLIC RIGHT-OF-WAY OR RESIDENTIAL DISTRICT IS RESPONSIBLE FOR WATERING, MAINTENANCE AND ESTABLISHMENT OF GRASS FOR A PERIOD ,OF' 90 - EASEMENT LINE SHALL OBTAIN WRITTEN APPROVAL FROM THE ENGINEER FOR ANY SUBSTITUTION. WITHIN 150 OF THE SUBJECT LOT, MEASURED FROM: POINT FIVE FEET ABOVE GRADE. DAYS. CONTRACTOR TO GUARANTEE ALL PLANTED MATERIAL GROWTH AND COVERAGE FORA PERIOD -q FIRE HYDRANT O OF 6 MOS. GROWTH AND COVERAGE SHALL BE DEFINED AS 959 OF THE PLANTED AREA WITH. 6W WATER MAIN W/SIZE �V 4. TRENCH SAFETY REQUIREMENTS SHALL BE IN ACCORDANCE WITH O.S.H.A. STANNARD 29 CFR PART 12.100% COVERAGE ,OF GROUNDCOVER;,. DECORATIVE PAVING, DECORATIVE ROCK OR A PERENNIAL GRASS UNIFORM COVERAGE OF GRASS GREATER THAN 1" IN HEIGHT WITH NO BARE SPOTS GREATER THAN 2 ® WATER VALVE 1926 SUBPART P. FOR GENERAL REQUIREMENTS, SEE SHEET 6 FOR DETAILS. IS REQUIRED IN- PARKING LOT ISLANQS, QS,::,, .AND DRAINAGE AREA, THE PARKING LOT SETBACK, SQUARE FEET. SECOND APPLICATION OF FIBERMULCH IS REQUIRED FOR BARE SPOTS NOT MEETING p = SEWER`MANHOLE ���- WATER VALVE '� RIGHTS'=0F-WAY AND ADJACENT PROPERTY DISTURBED DRUING CONSTRUCTION. COVERAGE REQUIREMENT WITHIN 60 DAYS OF INITIAL APPLICATION. -�- O 5. TRENCHING AND BACKFILLING: THE BACKFILLING OF ALL TRENCHES WITHIN STRUCTURAL ,AREAS SHALL " 4S- - WASTEWATER MAIN &SIZE:. BE ACCOMPLISHED WITH CEMENT STABILIZED SAND PLACED TO WITHIN 6 OF STREET "SUBGRADE. 13. ISOLATION VALVE SHALL BE HAVE VALVE BOX WITH LOCKABLE UD. AMP OR USA; LL562, OR 3. CONTRACTOR IS TO MAINTAIN EROSION CONTROL THROUGHOUT DURATION OF THE PROJECT .;-SUCH;:.. . 44* FIRE HYDRANT ASSEMBLY O THE BACK -FILLING OF ALL TRENCHES OUTSIDE OF STRUCTURAL AREAS SHALL BE PLACED-SO..AS TO APPROVED EQUAL. THAT ALL DITCH SECTIONS: MATCH GRADES ONCE VEGETATION IS ESTABLISHED. INSURE.SEDIMENT IS - -G- - GAS LINE ACHIEVE 85 PERCENT MODIFIED PROCTOR DENSITY. ALL BACKFILLING SHALL BE BETWEEN, -OPTIMUM NOT TRANSPORTED DOWNSTREAM FROM PROJECT VIA HAY BALES OR SILT FENCE INSTALLATION IF AND 4 PERCENT 4%) ABOVE OPTIMUM MOISTURE CONTENT. TESTING SHALL BE PROVIDED BY A 14. THE FIRE SUPPRESSION LINE SHALL. BE CONSTRUCTED AND INSTALLED IN COMPLIANCE WITH ALL EXCESSIVE EROSION 1S OBSERVED IN THE FIELD, ADDITIONAL EROSION CONTROLS SHALL. BE BARBED WIRE F"_NCE SF-S�S�SF-SF- SILTFENCE CERTIFIED LABORATORY AT THE CONTRACTORS EXPENSE TO VERIFY THESE STANDARDS ` ANY APPLICABLE CITY CODES AND THE BCS UNIFIED .DESIGN -GUIDELINES, SPECIFICATIONS AND DETAILS. INSTALLED. n POWER POLE WITH GUY RETESTING DUE TO SUBSTANDARD WORK SHALL BE AT THE EXPENSE OF THE CIONTRACTOR THE FIRE SUPPRESSION LINE SHALL HAVE:< 48" COVER 3 WIRE FIRE LANE FIRE LANE STRIPING STRUCTURAL AREAS SHALL INCLUDE ALL SIDEWALKS AND PAVED AREAS. FOR STIREETS; ALLEYS AND 4. SILT FENCING IS TO BE INSTALLED PER DETAIL. IN LIEU OF SILT FENCING, CONTRACTOR MAY USE , - - UE- -- . UNDERGROUND ELECTRICAL SHEET NO. PARKING AREAS, THE LIMITS OF THE STRUCTURAL AREAS SHALL EXTEND 5' BEYpND THE EDGE OF 15. THE PORTION OF THE END ISLAND WHERE BIKE RACK IS TO BE LOCATED SHALL HAVE STAMPED DIED HAY BALE INSTALLATION OR CONTINUOUS EXTRUDED FABRIC BERM FILLED WITH -Y4' GRAVEL'�UP6W: . - - F0- - UNDERGROUND FIBER OPTIC ASPHALT. CONCRETE: APPROVAL OF THE ENGINEER. SEDIMENT TO BE CLEANED FROM SILT FENCING OR OTHER -SEDIMENT: 6. ITIS THE RESPONSIBILITY OF THE CONTRACTOR TO COMPLY WITH ALL STATE AMID FEDERAL CONTROL DEVICES WHEN DEPTH OF SEDIMENT REACHES -1/2 TOTAL HEIGHT OF DEVICE. - OE OVERHEAD ELE(::TRICAL CONTRACTOR IS TO INSURE EROSION ..CONTROL DEVICES ARE CONSISTENTLY INSTALLED AND; PROPERLY T - - TELEPHONE CArILE REGULATIONS REGARDING CONSTRUCTION ACTIVITIES NEAR ENERGIZED OVERHEAD .-POWER LINES. MAINTAINED. p CATV/TELEPHON-, PEDESTAL 7. WHERE A CONTRADICTION BETWEEN PLANS AND SPECIFICATIONS OCCUR, THE PLANS SHALL BE RULED - - - - - - PROPERTY'LINE AS SUPERIOR. EASEMENT LINE 8. THE CONTRACTOR WILL BE SUPPLIED WITH HORIZONTAL CONTROL DATA AND BENCHMARK INFORMATION. DETAILED TRANSFERS OF ELEVATIONS, LINE AND GRADES TO STRUCTURES AND OTHER `FEATURES OF SCALE: 1 " = 30' THE WORK SHALL BE DONE BY THE CONTRACTOR. _ . ..... - _ 0 7.5' 15' 30. OF 6 SHEETS (� _ W r, v il) o iD z e, as O 3 ,a C y I z° m W m 1 E E - i PROPOSED FIRE 3AGc_1fNi STOv v1,INI-STORAGE 1 TWO STORY Z 3:i ng nnotes 1 14,`,'68.29 SQ. FT. h �"� 39,486 SQ. FT. 1. All pavement shall be 6" concrete (3,000 p.s.i.) with #4 at `� Cue Ii N • I 18". m I I dOTi 9Q C �,®CC; �i F.F. ELEV. Height: 29'-11" (max.) O D: Gt _. ;� - _ ' DD ��0� 9 ±281.89 m / y ,� •w oQ G, 1 ( da y r;,o F.F. ELEV.. 281.88 i I ,� I� @ c.i - N. TYPICAL PAVEMENT DETAIL z �;�&@ ) I tz o mil �La 21] qFF. .281$8 fj1 Q Z ©. w F F: : 80:90 I o - c I MINI -STORAGE _ t V I 15,577.97 SQ. FT. I I v ,•� c 2'-6" = L F.F. ELEV. m FB -BC (n N ( ( ±282 z w m F.F. E r w l .90 m (r Z LLIdam' F.F. ELEV. N W 1.-00 ±280.90 I i WV) r VI D FOR Z U) r 1- A CON E COMPLIANCE z LLj V) 1 I CR "' I I z RE2.rtANGU.L'AR WW ' R30'-0" AUCOd6 OY WCEI-- • F.F. ELEV. �� ( ±281 COLLEGE STATION � Y z 00 I T-6" 35'-6 LIJ 10'-Q„ 300 L.F. SILT FENCE I IN 0 �W 0 n 1 EXISTING O V 1�I 15 P.U.E. �O WU Uj cC°ON F.F. ELEV. EXISTING R±279.85 REVIEWED n15P.U.E. J�CON R U RE 1U U NCc O O1 CONCRETE OBROKEN CONCRETE UNCNL RETAINING WALLRIPRAP 7 SY EACH. NI AUG Z 8 2006 EXISTING OUTLET 00 SEE LANDSCAPING PLAN FOR r STRUCTLIK TO BE t ! RENOVATED. 279 12' GATE M W VEGETATION SCREENING. 21'-0" , . II I SEE PAGE. 4:. » BC BC CnLLEGk �IATIUN -75'-2 DEWLOMNT SERtIIC v »- `ETE TION FACILI O O 2 4.25 11 279 S 1 2�A�.EXISTING DETENTION 25'_1 E PANSION 1 I FACILITY SE PAGE Sr"S .„ EXISTING O '-"---EXISTING WQW I ' 6' WOOD 155 �-� 0' P.U.E. C _PRIVACY FENCE - - '' PRIVACY FENCE 5 f45 L. S1. ENCE `r-,z� EXTENSION- 15S -EXISTING ` -155 =15��:U:f-ti 15S /� ,O - p g :31'k 4" rW �to):CG 2� w X.). ............ w ,SITE NOTES O o 1. THE CURRENT OWNER OF THE PROPERTY IS J.D.P. HOLDING, INC., 2112 SOUTHWOOD DRIVE; » W 191.11'- COLLEGE STATION, TEXAS 77840. Rf ty S 36 47-02! - - -- 2. THE PROPERTY CONSISTS OF LOT 1 BLOCK 1 OF THE JORDAN SUBDIVISION AND LOT 2.1 BLOCK 4-3 4 OF THE HARVEY HILLSIDE, SUBDIVISION AND IS CURRENTLY ZONE PDD -B. THE TOTAL AREA OF ABBREVIATIONS b THE PDD -B IS APPROXIMATELY 81,457 SF (2.82 AC). BC BACK OF CU F/L FLOWLINE O O O / , s t(GIr - RB �o ���;, ,c��-i 3. THE SITE IS CURRENTLY PARTIALLY DEVELOPED WITHT THE REMAINING PORTION CONSISTS OF BM BENCHMARK KRW KEYSTONE RETAINING WALL O U GRASSLAND AND WOODED 1►trcAS. L.F. LINEAR FEET CENTERLINE CADONS , 4. THE PROPOSED USE OF THE UNDEVELOPED PORTION OF THE PROPERTY IS A SELF STORAGE. CRW CONCRETE RETAINING WALL MH MANHOLE (oi�sy @-Mkd �'� °1SCALE I" 30' 5. THE PROPERTY IS LOCATED.'IN "FLOOD ZONE X" AND IS ±11,800 FEET EAST OF THE LIMITS OF Co CLEANOUT P.U.E. PUBLIC UTILITY EASEMENT yy "FLOOD ZONE A" ON AN UNNAMED TRIBUTARY OF CARTER CREEK AS SHOWN ON THE F.I.R.M. C.O.P: CENTERED ON PROPERTY LINE R.O.W. RIGHT-OF-WAY = 'A ,� p (FLOOD INSURANCE RATE MAP); MAP NUMBER 48041 CO161. C, EFFECTIVE DATE JULY 2, 1992. D.I. DUCTILE IRON SBL SET BACK LINE Q' GE(JERAL CONSTRUCTION NOTES• ESMT. EASEMENT S.Y. SQUARE YARDS _ l GENERAL CONSTRUCTION NOTES• GENERAL EROSION CONTROL NOTES: FB FACE OF BUILDING TIN TOP OF RETAINING WALL V F.F. FINISHED FLOOR U.E. UTILITY EASEMENT N 1. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXACT LOCATION OF 9. FIRE LANES TO BE PAINTED RED WITH FOUR INCH (4") WHITE LETTERING STATING "NO PARKING 1. THE CONTRACTOR SHALL NOT. ALLOW SEDIMENT TO LEAVE THE WORK AREA OR ENTER ANY ADJOINING ti ALLEXISTING UNDERGROUND UTILITIES. FURTHERMORE, THE CONTRACTOR SHALL CONTACT ALL FIRE LANE - TOW AWAY ZONE". WORDING MAY NOT BE SPACED MORE THAN FIFTEEN FEET (15) CHANNELS. ADDITIONAL MEASURES TO THOSE SHOWN ON THIS PLAN AND DESCRIBED, IN THESE UTILTYCOMPANY REPRESENTATIVES A MINIMUM OF 48 HOURS IN ADVANCE OF AINY EXCAVATION. APART. NOTES MAY BE REQUIRED TO PREVENT SEDIMENT FROM LEAVING THE WORK AREA. THE CONTRACTOR EXISTING.FEATURES PROPOSEDFEATURES A. CONTACT DIG TESS 0 1-800=344-8377 SHALL BE RESPONSIBLE FOR CLEAN-UP AND RESTORATION TO ORIGINAL CONDITION, INCLUDING, . 10. AUTOMATIC IRRIGATION SYSTEM TO BE SIZED AND INSTALLED BY OTHERS. IRRIGATION SYSTEM ESTABLISHMENT OR RE -VEGETATION OF ANY LANDS OR CHANNELS AFFECTED SHOULD CONSTRUCTION 0 ti 2. ALL WATER AND SEWER CONSTRUCTION IN PUBLIC RIGHTS-OF-WAY AND EASEMENTS. SHALL BE IN SHALL .BE APPROVED PRIOR TO THE ISSUANCE OF THE C.O. SEDIMENT BE FOUND OUTSIDE OF LIMITS OF CONSTRUCTION WORK. O PROPERTY COR4ER ACCORDANCE WITH THE B/CS UNIFIED DESIGN GUIDELINES, SPECIFICATIONS, AND DETAILS. - - SETBACK LINE OJ p 11. ALL ROOF AND GROUND -MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREEND FROM VIEW OR 2. ALL DISTURBED AREAS ARE TO HAVE ESTABLISHMENT OF GRASS AS OUTLINED BELOW CONTRACTOR 6W- - WATER'MAIN'WI'iH SIZE 3. IN LIEU OF USING THE CONSTRUCTION MATERIALS INDICATED IN THESE PLANS, THE CONTRACTOR ISOLATED S0 AS -NOT TO BE VISIBLE FORM ANY PUBLIC RIGHT-OF-WAY OR RESIDENTIAL DISTRICT IS RESPONSIBLE FOR WATERING, MAINTENANCE AND ESTABLISHMENT OF GRASS FOR A PERIOD ,OF' 90 - EASEMENT LINE SHALL OBTAIN WRITTEN APPROVAL FROM THE ENGINEER FOR ANY SUBSTITUTION. WITHIN 150 OF THE SUBJECT LOT, MEASURED FROM: POINT FIVE FEET ABOVE GRADE. DAYS. CONTRACTOR TO GUARANTEE ALL PLANTED MATERIAL GROWTH AND COVERAGE FORA PERIOD -q FIRE HYDRANT O OF 6 MOS. GROWTH AND COVERAGE SHALL BE DEFINED AS 959 OF THE PLANTED AREA WITH. 6W WATER MAIN W/SIZE �V 4. TRENCH SAFETY REQUIREMENTS SHALL BE IN ACCORDANCE WITH O.S.H.A. STANNARD 29 CFR PART 12.100% COVERAGE ,OF GROUNDCOVER;,. DECORATIVE PAVING, DECORATIVE ROCK OR A PERENNIAL GRASS UNIFORM COVERAGE OF GRASS GREATER THAN 1" IN HEIGHT WITH NO BARE SPOTS GREATER THAN 2 ® WATER VALVE 1926 SUBPART P. FOR GENERAL REQUIREMENTS, SEE SHEET 6 FOR DETAILS. IS REQUIRED IN- PARKING LOT ISLANQS, QS,::,, .AND DRAINAGE AREA, THE PARKING LOT SETBACK, SQUARE FEET. SECOND APPLICATION OF FIBERMULCH IS REQUIRED FOR BARE SPOTS NOT MEETING p = SEWER`MANHOLE ���- WATER VALVE '� RIGHTS'=0F-WAY AND ADJACENT PROPERTY DISTURBED DRUING CONSTRUCTION. COVERAGE REQUIREMENT WITHIN 60 DAYS OF INITIAL APPLICATION. -�- O 5. TRENCHING AND BACKFILLING: THE BACKFILLING OF ALL TRENCHES WITHIN STRUCTURAL ,AREAS SHALL " 4S- - WASTEWATER MAIN &SIZE:. BE ACCOMPLISHED WITH CEMENT STABILIZED SAND PLACED TO WITHIN 6 OF STREET "SUBGRADE. 13. ISOLATION VALVE SHALL BE HAVE VALVE BOX WITH LOCKABLE UD. AMP OR USA; LL562, OR 3. CONTRACTOR IS TO MAINTAIN EROSION CONTROL THROUGHOUT DURATION OF THE PROJECT .;-SUCH;:.. . 44* FIRE HYDRANT ASSEMBLY O THE BACK -FILLING OF ALL TRENCHES OUTSIDE OF STRUCTURAL AREAS SHALL BE PLACED-SO..AS TO APPROVED EQUAL. THAT ALL DITCH SECTIONS: MATCH GRADES ONCE VEGETATION IS ESTABLISHED. INSURE.SEDIMENT IS - -G- - GAS LINE ACHIEVE 85 PERCENT MODIFIED PROCTOR DENSITY. ALL BACKFILLING SHALL BE BETWEEN, -OPTIMUM NOT TRANSPORTED DOWNSTREAM FROM PROJECT VIA HAY BALES OR SILT FENCE INSTALLATION IF AND 4 PERCENT 4%) ABOVE OPTIMUM MOISTURE CONTENT. TESTING SHALL BE PROVIDED BY A 14. THE FIRE SUPPRESSION LINE SHALL. BE CONSTRUCTED AND INSTALLED IN COMPLIANCE WITH ALL EXCESSIVE EROSION 1S OBSERVED IN THE FIELD, ADDITIONAL EROSION CONTROLS SHALL. BE BARBED WIRE F"_NCE SF-S�S�SF-SF- SILTFENCE CERTIFIED LABORATORY AT THE CONTRACTORS EXPENSE TO VERIFY THESE STANDARDS ` ANY APPLICABLE CITY CODES AND THE BCS UNIFIED .DESIGN -GUIDELINES, SPECIFICATIONS AND DETAILS. INSTALLED. n POWER POLE WITH GUY RETESTING DUE TO SUBSTANDARD WORK SHALL BE AT THE EXPENSE OF THE CIONTRACTOR THE FIRE SUPPRESSION LINE SHALL HAVE:< 48" COVER 3 WIRE FIRE LANE FIRE LANE STRIPING STRUCTURAL AREAS SHALL INCLUDE ALL SIDEWALKS AND PAVED AREAS. FOR STIREETS; ALLEYS AND 4. SILT FENCING IS TO BE INSTALLED PER DETAIL. IN LIEU OF SILT FENCING, CONTRACTOR MAY USE , - - UE- -- . UNDERGROUND ELECTRICAL SHEET NO. PARKING AREAS, THE LIMITS OF THE STRUCTURAL AREAS SHALL EXTEND 5' BEYpND THE EDGE OF 15. THE PORTION OF THE END ISLAND WHERE BIKE RACK IS TO BE LOCATED SHALL HAVE STAMPED DIED HAY BALE INSTALLATION OR CONTINUOUS EXTRUDED FABRIC BERM FILLED WITH -Y4' GRAVEL'�UP6W: . - - F0- - UNDERGROUND FIBER OPTIC ASPHALT. CONCRETE: APPROVAL OF THE ENGINEER. SEDIMENT TO BE CLEANED FROM SILT FENCING OR OTHER -SEDIMENT: 6. ITIS THE RESPONSIBILITY OF THE CONTRACTOR TO COMPLY WITH ALL STATE AMID FEDERAL CONTROL DEVICES WHEN DEPTH OF SEDIMENT REACHES -1/2 TOTAL HEIGHT OF DEVICE. - OE OVERHEAD ELE(::TRICAL CONTRACTOR IS TO INSURE EROSION ..CONTROL DEVICES ARE CONSISTENTLY INSTALLED AND; PROPERLY T - - TELEPHONE CArILE REGULATIONS REGARDING CONSTRUCTION ACTIVITIES NEAR ENERGIZED OVERHEAD .-POWER LINES. MAINTAINED. p CATV/TELEPHON-, PEDESTAL 7. WHERE A CONTRADICTION BETWEEN PLANS AND SPECIFICATIONS OCCUR, THE PLANS SHALL BE RULED - - - - - - PROPERTY'LINE AS SUPERIOR. EASEMENT LINE 8. THE CONTRACTOR WILL BE SUPPLIED WITH HORIZONTAL CONTROL DATA AND BENCHMARK INFORMATION. DETAILED TRANSFERS OF ELEVATIONS, LINE AND GRADES TO STRUCTURES AND OTHER `FEATURES OF SCALE: 1 " = 30' THE WORK SHALL BE DONE BY THE CONTRACTOR. _ . ..... - _ 0 7.5' 15' 30. OF 6 SHEETS App -871 180? SQUARE 1 t trrr 1 , f tf� 1f4 t ` tstt 1 ;= Note 1/4' slot openngs for special pedestrian requirements.Tiao pieces per settiv exr'andabte tree Opening, Availab'e vdth cast IS 24', and 36' tree opening. Ava. We with cast iron angle frame. if required. ?Iso available tvtth ening extension pieces. al6ing length 96". V.1eight per set 420 pounds. 1 sire-• (---- als,. --• 1 f'i" HALF PUIII AND SECTION _ I Vr\I 'v I I,-IrvIVI `dv SYMBOL I i I SIZE QUANTITY M POINTS M m m 3.5" cal (300 pts) 2 Canopy LUI Monterrey Oak Quercus Polymorpha 3.5" Cal (300 pts) w w 600 - App -871 180? SQUARE 1 t trrr 1 , f tf� 1f4 t ` tstt 1 ;= Note 1/4' slot openngs for special pedestrian requirements.Tiao pieces per settiv exr'andabte tree Opening, Availab'e vdth cast IS 24', and 36' tree opening. Ava. We with cast iron angle frame. if required. ?Iso available tvtth ening extension pieces. al6ing length 96". V.1eight per set 420 pounds. 1 sire-• (---- als,. --• 1 f'i" HALF PUIII AND SECTION _ I Vr\I 'v I I,-IrvIVI `dv SYMBOL COMMON (TAME I SIZE QUANTITY TYPE POINTS M m m 3.5" cal (300 pts) 2 Canopy 600 Monterrey Oak Quercus Polymorpha 3.5" Cal (300 pts) w w 600 - Shumard Oak Z Y 2 Canopy 600 0 Ca Taxodium distatchum 3.5" cal (300 pts) 0 F 1200 / , Decideous Yaupon ' Lj S 7 Non Canopy 280 + U Lagerstroemia indica 30 gal 8'- 9' 2" cal 75 pts 6 Non Canopy App -871 180? SQUARE 1 t trrr 1 , f tf� 1f4 t ` tstt 1 ;= Note 1/4' slot openngs for special pedestrian requirements.Tiao pieces per settiv exr'andabte tree Opening, Availab'e vdth cast IS 24', and 36' tree opening. Ava. We with cast iron angle frame. if required. ?Iso available tvtth ening extension pieces. al6ing length 96". V.1eight per set 420 pounds. 1 sire-• (---- als,. --• 1 f'i" HALF PUIII AND SECTION _ I Vr\I 'v I I,-IrvIVI `dv SYMBOL COMMON (TAME SCIENTIFIC NAME SIZE QUANTITY TYPE POINTS AUTOMATIC IRRIGATION SYSTEM FOR LANDSCAPED BE PR(}VIDEO-=i3 :.:1'44ER �ilv"Ji::F; _ Live Oak Quercus virgiana 3.5" cal (300 pts) 2 Canopy 600 Monterrey Oak Quercus Polymorpha 3.5" Cal (300 pts) 2 Canopy 600 - Shumard Oak Quercus shumardii 3.5" cal (300 pts) 2 Canopy 600 4. Bald Cypress Taxodium distatchum 3.5" cal (300 pts) 4 Canopy 1200 / , Decideous Yaupon ' Ilex decidua 15 -gal 6' height 1.25" cal Single Cane 40 pts 7 Non Canopy 280 + Crapemyrtle Lagerstroemia indica 30 gal 8'- 9' 2" cal 75 pts 6 Non Canopy 450 _ Texas Sage Leucapyhllum frutescens 5 gal (10 pts) 18 Shrub 180 Rp Prostrate Rosemary Rosemarinus officinals 5 gal (10 pts) 27 Shrub 270 2. Red Yucca Yucca parvifolia 5 gal (10 pts) 25 Shrub 250 ADJACENT PROPERTY SHALL BE COVERED (100%) Evergreen Sumac Rhus Sempervirens 5 gal (10 pts) 6 Shrub 60 Wax Leaf Ligustrum Ligustrum texensis 5 gal (10 pts) 20 Shrub 200 Dwarf Yaupon Ilex vomitora Dwarf 5 gal (10 pts) 16 Shrub 160 r} Compact Nandina Nandina domestica compact 5 gal (10 pts) 10 Shrub 100 Climbing Fig Ficus repens 1 gal (10 pts) 23 Vine 230 Dwarf Fountain Grass Pennisetum steaceum 5 gal 20 Grass jMexican Feather Grass Stipia tennuissima 1 gal 7 Grass Autum Sae Salvia greggi 1 gal 21 Perennial 0 New Gold Lantana Lantana camery 1 gal 8 Perennial TOTAL POINTS 5,180 LANDSCAPE PLAN SCALE: 1" = 20' LAN DSCAPE/STREETSCAPE/BUFFER CALCULATIONS NOTE(S) LANDSCAPE i. ANALYSIS , __.. TOTAL SITE = 42120.00 S.F. . ___ _ _ 1. _ ._.AP.EAS:TO AUTOMATIC IRRIGATION SYSTEM FOR LANDSCAPED BE PR(}VIDEO-=i3 :.:1'44ER �ilv"Ji::F; _ 2. 30 POINTS PER 1000 SQ. FT. = 1404 POINTS REQUIRED SEPARATE PLANS. THE SYSTEM WILL INCLUDE A 3. STREETSCAPING REQUIREMENTS: PRESSURE PRINCIPLE BACK FLOW DEVICE, INSTALLED AND TESTED PER CITY ORDINANCE 2394. A. STREET FRONTAGE a 104 FT. B. TREES REQUIRED (1 EVERY 25') - 4 2. EXISTING TREES SHALL. BE SURROUNDED WITH C. LANDSCAPE POINTS REQUIRED (104/50=2:08000-624 POINT'S REQUIRED) BARRICADE. BARRICADE SHALL BE CONSTRUCTED 4. TOTAL POINTS REQUIRED: 2,028 PTS ' ' WITH 48" HIGH ORANGE PLASTIC CONSTRUCTION 5. TOTAL -POINTS FROM LANDSCAPE `PLAN: 2,485:PTS NETTING AND SECURED TO STEEL T -POSTS. BARRICADE TO BE PLACE IN A CICLE 6.. Building ize requires double landscape points: 4970 PTS. .AROUND EXISTING TREES AT A RADIAL DISTANCE OF 1' FOR 7. Builditlg Size:, 39486 s.f. EVERY 1" CALIPER OF TREE. BARRICADE MUST BE IN PLACE PRIOR TO ANY DEVELOPMENT ACTIVITY AND DURING THE CONSTRUCTION PROCESS. BUFFER ANALYSIS 3. ALL AREAS DISTURBED DURING CONSTRUCTION, 1. DEVELOPMENT- MINI -STORAGE PARKING LOT ISLANDS, SWALES, DRAINAGE AREAS; 2. WEST'ABUTTING r PARCEL: COMMERCIAL/INDUSTRIAL PARKING LOT SETBACKS, RIGHTS-OF-WAY AND BUFFER WIb*- NONE REQUIRED ADJACENT PROPERTY SHALL BE COVERED (100%) 3. EAST ABUTTING PARCEL: RESIDENTIAL WITH GROUNDCOVER, DECORATIVE PAVING, BUFFER WIDTH:. 10' WITH NATURAL VEGETATIVE BUFFER DECROATIVE ROCK OR PERENNIAL GRASS. ADDITIONAL LANDSCAPING NOT REQUIRED 4. All non canopy tree measurements are shown as the caliper for the single Largest cane. , - " vLJ'-0" rh Level 3.1 p'-0,'__ Level2 V \:110- 0" Q 2 North 1" =10'-0" Mr _ -u �►---- EXISTING FACILITY -0 mtw _ mil Level 3 16' - 0" Level 2 10'0" Level. 1 AAi _ / ,lAir Door Schedule c� .CORNICE - _ tA3 .: .,MATCH /3 FIRE WALL CONTROL JOINT VERIFY DETAtL wl OWNER PILASTER Cr -- t x �� w' " = Fami#yU_ ------------------------------- �■ U 1 3' - O" 7' - 0" Single -Flush 3 Hr 7 2 .3'- 0" 7' - 0" Single -Flush -Adjustable Swing - -� ' �� 14 A 3'- 0" 7'- 0" Overhead -Rolling 71 B 8' - 0" 7' - 0" Overhead -Rolling 161 253 USE OF MATERIALS FACING ROW Total SF of Facade facing ROW: 2167 sf Material Area in sf Percentage of overall facade Stucco 1162°21 sf 54.0% Simulated Stone 508.78 sf 23.0% Glass 496.00 sf 23.0% 1East 1to-10 0„ 1_evelI0 -2'-0" 3 Sout 10'-0" Level 4 25'-0" vel 3.1 20'-0" Lev 3 16'-0" Level 2/-� 10'-0" V CANOPY Lever 0' t}" V lel 1.01 01, 4cdel . 2 -2' - 0" I - Off A'N 28 GA. PTD. 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