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HomeMy WebLinkAbout1.4-6557 Ph 2L TOLL FREE 00-227-2600 EAST TWO DAYS t$LFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA STRUCTURAL GENERAL NOTES 1. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS AND SITE CONDITIONS BEFORE STARTING WORK AND NOTIFY ENGINEER IMMEDIATELY OF ANY DISCREPANCIES. 2. ALL OMISSIONS AND CONFLICTS BETWEEN THE VARIOUS ELEMENTS OF THE WORKING DRAWINGS AND/OR SPECIFICATIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER BEFORE PROCEEDING WITH ANY WORK. 3. RESOLVE ANY CONFLICTS ON THE DRAWING WITH THE ENGINEER BEFORE PROCEEDING WITH CONSTRUCTION. 4. THE CONTRACTOR SHALL DETERMINE THE LOCATION OF UTILITIES IN THE AREA TO BE EXCAVATED PRIOR TO BEGINNING EXCAVATION. 5. ALL MATERIAL AND WORKMANSHIP SHALL CONFORM TO THE REQUIREMENTS F Q 0 THE LATEST EDITION OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION &THE CBC. 6. THE ENGINEER DOES NOT WARRANT THE ACCURACY OF SCALED DIMENSIONS. ALL DIMENSIONS SHALL BE AS DESIGNATED ON THE DRAWINGS. NO SCALING OF DRAWINGS SHALL BE ALLOWED. REINFORCING STEEL 1. REINFORCEMENT FOR CONCRETE SHALL CONFORM TO SECTION 201-2 OF THE STANDARD D RD SPECIFICAl10NS FOR PUBLIC WORKS CONSTRUCTION. 2. BAR REINFORCEMENT 0 CEMENT SHALL CONFORM TO ASTM A615 AS FOLLOWS: GRADE 40 FY=40KSI ...... NO.3 BARS & WHERE NOTED ON PLANS GRADE 60 FY=60KSI ...... NO.4 BARS & LARGER 3. REINFORCING STEEL SHALL BE PROVIDED WITH THE FOLLOWING AMOUNTS OF CONCRETE COVER: FOOTINGS (CONCRETE DEPOSITED AGAINST EARTH) .............. 3" "CONCRETE SURFACE (FORMED) EXPOSED TO EARTH OR WEATHER 2 - COLUMN REINFORCING (INCLUDING COLUMN TIES) ................. 3- 4. ALL REINFORCING STEEL, ANCHOR BOLTS, DOWELS AND INSERTS SHALL BE WELL SECURED IN POSITION PRIOR TO PLACING CONCRETE OR GROUT. 5. UNLESS OTHERWISE NOTED IN DETAILS, FURNISH NO.3 SPACER TIES AT APPROXIMATELY 2'-6" O.C. IN ALL BEAMS AND FOOTINGS TO SECURE REINFORCING IN PLACE. _FOUNDATION 1. ALLOWABLE SOIL BEARING PRESSURE = 2,000 PSF (INCLUDES +1/3 INCREASE FOR SHORT TERM LOADS) 2. BOTTOM OF FOOTINGS SHALL BE A MINIMUM OF 18" BELOW LOWEST ADJACENT GRADE & SHALL BEAR IN COMPETENT SOIL. 3. CHARACTER OF SOIL: "PRELIMINARY GEOTECHNICAL ENGINEERING INVESTIGATION, PROPOSED RESIDENTIAL DEVELOPMENT, TENTATIVE TRACT 6557, SWC OF STINE RD & BERKSHIRE RD, BAKERSFIELD, CALIFORNIA," BY KRAZAN & ASSOCIATES, INC., PROJECT NO. 022-05218, DATED FEBRUARY 28, 2006. "GEOTECHNICAL ENGINEERING INVESTIGATION UPDATE, TRACT 6557 PHASE 2, SEC OF BERKSHIRE RD & MOUNTAIN RIDGE DR, BAKERSFIELD, CALIFORNIA," BY KRAZAN & ASSOCIATES, INC., PROJECT NO. 026-15442, DATED AUGUST 24, 2015. 4. CONSTRUCTION AT THE SITE SHALL BE IN ACCORDANCE WITH THE 5 RECOMMENDATIONS OF THE SOILS REPORT. BEFORE ANY CONCRETE IS PLACED, EXCAVATIONS SHALL BE CHECKED AND APPROVED BY INSPECTOR TO INSURE COMPLIANCE LITH THE REQUIREMENTS OF THE SOILS REPORT. 6. ALL ALL MATERIAL IS TO BE COMPACTED TO 90% OF MAXIMUM DENSITY. INSPECTION IS REQUIRED DURING FILL AND COMPACTION. GEOTECHNICAL DATA SOIL INTERNAL FRICTION ANGLE = 28' ACTIVE EFP (LEVEL) = 40 pcf ACTIVE EAP (2:1 ASCEND) = 60 pcf PASSIVE EFP (LEVEL) = 325 pcf PASSIVE EFP (2:1 DESCEND) = N/A pcf MAX FOUNDATION PRESSURE = 2,000 psf (INCLUDES Ys INCREASE FOR SHORT TERM) SDS=0.804 Fp = 0.3 SDS *1 *W = 0.241 W FOOTING SOIL FRICTION = 0.35 FOR ADDITIONAL INFORMATION AND GEOTECHNICAL PARAMETERS NOT SHOWN REFER TO PROJECT GEOTECHNICAL INVESTIGATION. DESIGN DATA STEM WALLS - 2013 CBC LOAD FACTORS ABV ADD L TRENCH FTGS - CALTRANS MEMO TO DESIGNERS 22-1 LOAD COMBINATIONS DEAD LOAD: MASONRY (LR FD� CONCRETE DENSITY, w = 150 pcf fm = 1,500 psi SOIL DENSITY DRY, w = 120 pcf fy = 60,000 psi C) 0 FLEXURE = 0.9 CONCRETE: (ULTIMATE STRENGTH DESIGN) 0 SHEAR = 0.8 f c = 2,500 psi 0 FLEXURE = 0.9 SPECIAL INSPECTION REQUIRED fy = 60,000 psi 0 SHEAR = 0.85 GROUT ALL CELLS, U.N.O. SHEAR AND BOND STRESSES PER ACI 318 �� �r L -4 ARCH'L NOTE: DBL. ROUBLE LOL 1. PLACE EXPANSION JOINTS AT 20' O.C. MAX SCHD'L SCHEDULE �- 2. SPECIAL INSPECTION REQUIRED AS SHOWN DN. DRWGS. DOWN DRAWINGS 3. GROUT ALL CELLS, U.N.O. LONG LEG HORIZ. LONG LEG VERT. SIM S RETAINING WALL DESIGN PARAMETERS �, 00 w & 0 N.T.S. �' TYPICAL ABBREVIATIONS 3 REINFORCED CONCRETE 1. CONCRETE SHALL CONFORM TO SECTION 201 OF THE STANDARD SPECIFICATION FOR PUBLIC WORKS CONSTRUCTION. 2. PLACING OF REINFORCEMENT SHALL CONFORM TO SECTION 303-1.7, PLACEMENT OF REINFORCEMENT, OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORK CONSTRUCTION. 3. CEMENT SHALL CONFORM TO ASTM C-150, TYPE II/V. 4. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 2,500 PSI, (CLASS 500-C-2500) 5. THE MAXIMUM SLUMP SHALL NOT EXCEED WATER/CEMENT R CEMENT / RATIO SHALL NOT EXCEED 0.5 6. DIMENSIONS FROM FACE OF CONCRETE TO STEEL ARE TO CENTER OF BA L R UNLESS OTHERWISE SHOWN. 7. CONCRETE DIMENSIONS SHALL BE MEASURE HORIZONTALLY OR VERTICALLY ON THE PROFILE, AND PARALLEL TO OR AT RIGHT ANGLES (OR RADIALLY) TO THE CENTERLINE ON THE PLAN EXCEPT AS OTHERWISE SHOWN. 8. ALL BAR BENDS AND HOOKS SHALL CONFORM TO SECTION 201-2, REINFORCEMENT FOR CONCRETE, OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORK CONSTRUCTION. 9. PROJECTING CORNERS OF SLABS, BEAMS, COLUMNS, WALLS, ETC. SHALL BE FORMED WITH A 3/4" CHAMFER UNLESS NOTED OTHERWISE. 10. ALL REINFORCING STEEL, ANCHOR BOLTS, DOWELS AND OTHER INSERTS SHALL BE SECURED IN POSITION, AND APPROVED BY THE INSPECTOR PRIOR TO THE POURING OF ANY CONCRETE. 11. NO SPLICES IN TRANSVERSE STEEL REINFORCEMENT WILL BE PERMITTED OTHER THAN SHOWN ON THE DRAWING WITHOUT APPROVAL OF THE ENGINEER. NO MORE THAN 2 SPLICES WILL BE PERMITTED IN ANY LONGITUDINAL BAR BETWEEN TRANSVERSE JOINTS. SPLICES SHALL BE STAGGERED. 12. ALL REINFORCEMENT SHALL BE LAPPED TO PROVIDE A CLASS B SPLICE, U.N.O„ PER ACI SECTION 12.15. 13. LOCA11ON OF ALL CONSTRUCTION JOINTS NOT SPECIFICALLY INDICATED ON THE DRAWINGS SHALL BE APPROVED BY THE ENGINEER PRIOR TO PLACING REINFORCING STEEL. 14. TRANSVERSE CONSTRUCTION JOINTS IN WALLS AND SLABS SHALL BE IN THE SAME PLANE. NO STAGGERING OF JOINTS WILL BE PERMITTED. TRANSVERSE CONSTRUC11ON JOINTS SHALL BE NORMAL OR RADIAL TO THE CENTERLINE OF CONSTRUCTION. 15. THE TRANSVERSE REINFORCING STEEL SHALL TERMINATE 1-1 INCHES FROM THE CONCRETE SURFACES UNLESS OTHERWISE SHOWN ON THE STRUCTURAL DETAILS. 16, IMMEDIATELY AFTER STRIPPING FORMS, PATCH MINOR DEFECTS, FORM -TIE HOLES AND HONEYCOMBED AREAS BEFORE CONCRETE IS THOROUGHLY DRY. REMOVE LEDGES AND BULGES. REPAIR GRAVEL POCKETS BY CUTTING OUT TO SOLID SURFACE, FORM KEY, AND THOROUGHLY WET BEFORE PLACING PATCHING MORTAR CONSISTING OF 1 PART CEMENT TO 2 PARTS FINE SAND; COMPACT INTO PLACE AND NEATLY FINISH TO MATCH SURROUNDING SURFACE. GROUT OR FILL SURFACES TO PRODUCE LEVEL, TRUE PLANES. 17. ALL CONCRETE SHALL BE THOROUGHLY CONSOLIDATED BY SUITABLE MEANS DURING PLACEMENT AND SHALL BE THOROUGHLY WORKED AROUND REINFORCEMENT AND EMBEDDED FIXTURES AND INTO CORNERS OF FORMS. REINFORCED CONCRETE MANY 1. MASONRY CONSTRUC11ON SHALL CONFORM TO SECTION 303-4, MASONRY CONSTRUCTION, OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. 2. FILL ALL CELLS WITH GROUT UNLESS NOTED OTHERWISE ON PLANS. 3. CONCRETE BLOCK UNITS MAY BE 4", 6" OR 8" NOMINAL HEIGHT. 4. NO STRUCTURE SHALL BE BACKFILLED UNTIL ULTIMATE STRENGTH OF CONCRETE AND CONCRETE GROUT IS REACHED. 5. ALL MASONRY MATERIALS INCLUDING MASONRY UNITS, PORTLAND CEMENT MORTAR, AND GROUT SHALL CONFORM TO SECTION 202-2, MASONRY MATERIALS, OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. 6. ALL BARS IN MASONRY SHALL BE LAPPED A MINIMUM OF 48 BAR DIAMETERS OR 2'-0" MIN. (WHICHEVER IS GREATER) AT ALL SPLICES UNLESS NOTED OTHERWISE. 7. ALL BLOCKS SHALL BE LAID TO MAINTAIN VERTICAL CONTINUITY OF THE CELLS TO BE FILLED SUCH THAT THERE IS A CONTINUOUS UNOBSTRUCTED VERTICAL CELL MEASURING NOT LESS THAN 2"X3". BLOCK SHALL BE LAID IN RUNNING BOND. 8. VERTICAL REINFORCEMENT TO BE HELD IN PLACE AT TOP, BOTTOM, AND AT INTERVALS NOT EXCEEDING 192 BAR DIAMETERS. 9. NO REVISIONS SHALL BE MADE WITHOUT PRIOR APPROVAL FOR THE ENGINEER. 10. MORTAR SHALL BE TYPE 'S' AND SHALL BE FRESHLY PREPARED AND UNIFORMLY MIXED IN THE RATIO BY VOLUMES OF 1 PART MORTAR CEMENT, 1/2 PART HYDRATED LIME TYPE S), 4-Y2 PARTS SAND AND SHALL CONFORM TO ASTM C270, LATEST REVISION. 11. GROUT SHALL BE OF FLUID CONSISTENCY AND MIXED IN THE RATIO BY VOLUMES OF 1 PART CEMENT, 3 PARTS SAND, AND 2 PARTS PEA GRAVEL. GROUT SHALL ATTAIN A MINIMUM OF ULTIMATE COMPRESSIVE STRENGTH AT 28 DAYS OF 2000 PSI. 12. REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 60 FOR ALL SIZES. 13. ALL BOTTOM OF FOOTINGS SHALL BE 18" MINIMUM BELOW LOWEST ADJACENT GRADE. 14. PLACE WALL EXPANSION JOINTS AT ALL ANGLE POINTS, BC, EC AND AT A MAXIMUM 20' O.C. ALONG STRAIGHT OR CURVED WALL. 15. WATERPROOF BACK OF ALL RETAINING WALLS W/ MULTICOAT SLATER BY MULTICOAT PRODUCTS PER MANUFACTURER'S SPECIFICATIONS. C) ABV ADD L ABOVE ADDITIONAL 0 DIM. DIAMETER HORIZ. HORIZONTAL REINF. REINFORCING C) AHD ALHLEA��DNNpp, DO DIMENSION ITTp I.F. INSIDE FACE REQ D REQUIRED �� �r L -4 ARCH'L AR�HIMRAL DBL. ROUBLE LOL LAY OUT LINE SCHD'L SCHEDULE �- A.S. AS SHOWN DN. DRWGS. DOWN DRAWINGS LLH LLV LONG LEG HORIZ. LONG LEG VERT. SIM S SIMILAR SPACING 00 w & 0 AND AT 0 MANF MANUFACTURER v 04.1 rn V 4 3 BK BACK E F. EACH MAX MACHINE �S�PPEC. SS gSPPECIFICATIONS STAINLESS .n°o�44 BEAMg E.J. FACE EXP. JOINT MIN BOLT MINIMUM STD. STEEL STANDARD A/ gg�� B.0 • pyy BY OTHERS ELEV. EQ. ELEVATION EQUAL MTL METAL STTRRUCT. STRUCTURAL/STRUCTURE o � BOT. CANT'L BOTTOM CANTILEVER UIP. 01E OR EXIST'G EQUIPMENT EXISTING ((N �VC�M. NEW NOMINAL T & B THK. TOP &BOTTOM THICK U-)C.I.P. X CAST IN PLACE T EXTERIOR N.T.S. N0. NOT TO SCALE NUMBER T.O.C. TOP OF CONCRETE C) CL or CENTERLINE E.W.EACH E -W WAY EAST WEST N -S NORTH SOUTH TFW TRW TOP OF FLOODWALL TOP OF RETAINING WALL I,- N CLR. COL. CLEAR COLUMN FT. FEEYFOOT O.C. O.F., ON CENTER OUTSIDE FACE TOF, TF TOP OF FOOTING TOW, TW TOP OF WALL USTR CONC. CMU CONCRETE CONC MASONRY UNIT FIN. FLR. FL FL FLOOR OPN G OPP. OPENING OPPOSITE TP TYP TOP OF PILASTER U U CONN. CONST. CONNECTION CONSTRUCTION FTG. FDG. FOOLING FOUNDATION O.Q. 0 OUTSIDE DIAMETER OVER UBC TYPICAL UNIFORM BUILDING CODE 0) C.J. CONST. JOINT F.G. FINISHED GRADE PERP. PERPENDICULAR U.N.O. UNLESS NOTED OTHERWISE p CONT. CONTR. CONTINUOUS CONTRACTOR GA. GAUGE P.S.I. P.S.F. POUNDS PER SQ INCH VERT VERTICAL L a 1 46 GRD GRADE l................... POUNDS PER SQ FOOT W.W.F. WELDED WIRE FABRIC DIA DIAMETER H HK HEIGHT HOOK RC RAD. REINFORCED CONCRETE RADIUS W WITH WITHOUT W ............. ....... ...... ..... ��....,.............. 144 _ �� SURFACE ELEVATION I 74 75 75 77 1 78 19 Sit 81 62 83 85 ORIGINAL SHEET - ARCH D V)145 84 i GENERAL NOTES 1. 24 HOUR NOTICE: PRIOR TO START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION SECTION SHALL BE GIVEN AT LEAST 24 HOUR NOTICE. THE SECTION MAY BE NOTIFIED AT (661) 326-3049. 2. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED STREET RIGHT-OF-WAY. UNLESS SECURED BY AN IMPROVEMENT AGREEMENT, APPROVED INSURANCE AND SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE RIGHT-OF-WAY SHALL BE POSTED PRIOR TO ISSUANCE OF THE PERMIT. 3. NO PUBLIC L C WORKS INSPECTIONS C ONS WILL BE GIVEN FOR THE WORK IN THE UNDEDICATED ROADWAYS IN THIS PROPERTY UNTIL A SUBDIVISION PERMIT HAS BEEN OBTAINED. 4. COMPACTION TEST NOTE: COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/SUBDIVIDER/CONTRACTOR. THE NUMBER AND LOCA11ON OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. 5. ANY ITEMS IN PUBLIC RIGHT-OF-WAY THAT ARE DAMAGED OR DO NOT MEET CURRENT STANDARDS SET BY PUBLIC WORKS WILL REQUIRE REPAIRING AND/OR UPGRADING AS PER CITY ENGINEER. 6. MAXIMUM SLOPE RATIO FROM BACK OF SIDEWALK TO FACE OF WALL OR STRUCTURE SHALL BE 4:1, EXCEPT FOR TWO FEET BEHIND THE SIDEWALK WHERE THE MAXIMUM SLOPE SHALL BE 2X ALTERNATIVELY, THE CITY ENGINEER MAY APPROVE CURBING BEHIND SIDEWALK OR OTHER METHOD TO PREVENT EROSION ONTO THE SIDEWALK. 1. ALL INSPEC11ON AND TESTS SHALL BE PERFORMED BY A QUALIFIED TESTING AGENCY LISTED, APPROVED, AND RETAINED BY THE ENGINEER. THE SPECIAL DEPUTY INSPECTOR SHALL BE REGISTERED AND CERTIFIED IN THE REQUIRED FIELDS. 2. COPIES OF ALL TEST RESULTS SHALL BE FURNISHED TO THE PROJECT SUPERINTENDENT, THE ENGINEER, AND THE ENGINEER OF RECORD, AND BE AVAILABLE AT THE JOB SITE. 3. FINAL REPORTS FOR ALL INSPECTIONS AND TESTING MUST BE PROVIDED, FINAL REPORTS SHALL DOCUMENT COMPLE11ON OF ALLINSPEC11ONS AND CORRECTION OF ALL NOTED DISCREPANCIES. 4. THE DUTIES OF SPECIAL INSPECTOR SHALL BE IN CONFORMANCE WITH THE REQUIREMENTS OF SECTION 1704 OF THE CALIFORNIA BUILDING CODE. 5. PREMATURE NOTIFICATION OF ANY INSPECTION SHALL RESULT IN ADDITIONAL VISITS WITH ALL EXPENSES AT CONTRACTOR'S EXPENSE. 6. CONTRACTOR SHALL PROVIDE 72 -HR MINIMUM NOTICE WHEN REQUESTING SPECIAL INSPECTIONS. FAILURE OF NOTIFICATION BY THE CONTRACTOR FOR INSPECTION ON A TIMELY BASIS MAY RESULT IN COMPLETE REMOVAL AND REPLACEMENT OF ALL WORK PERFORMED AT THE CONTRACTOR'S EXPENSE. 7. SITE VISITS BY THE STRUCTURAL ENGINEER OF RECORD DO NOT CONSTITUTE A SPECIAL INSPECTION AS DEFINED HEREIN. B. SPECIAL INSPECTION IS REQUIRED FOR: M M O I O (V O I 00 LO Z I SOIL & PAD PREPARATION ° o c z 23 LOCATIONS: 1. EXCAVATIONS FOR RETAINING WALLS o w .J........ cD a r C X 1. VERIFY MATERIALS BELOW FOOTINGS ARE ADEQUATE TO ACHIEVE THE �� �r L -4 HOSKING RD DESIGN BEARING CAPACITY. 2 X 2. VERIFY EXCAVATIONS ARE EXTENDED TO PROPER DEPTH AND HAVE �r 5. REACHED PROPER MATERIAL. X „3- 3. VERIFY USE OF PROPER MATERIALS, DENSITIES, AND UFT THICKNESS TYPICAL STREET SECTIONS AND COMMUNITY WALL I DURING PLACEMENT AND COMPACTION OF CONTROLLED ALL �•'� �.CASCADE X 4. PRIOR TO PLACEMENT OF CONTROLLED FILL OBSERVE SUBGRADE, AND 00 w Cfl VERIFY THAT SITE HAS BEEN PREPARED PROPERLY. 0 REINFORCING STEEL (0 CO v 04.1 rn V 4 Z0 M 3 LOCA11ONS: 1. RETAINING WALL CONSTRUCTION o w 2• SCREEN WALL CONSTRUCTION U IL 1 r .n°o�44 X1. INSPECTION OF REINFORCING STEEL AND PLACEMENT. o .... 1 6; 4 3� 31 3 29 i 211 27 26 25 g 5 , 157: 155 160 € 159 € `; 56 ' / /136� MASONRY CONSTRUCTION U_ ZLOCATIONS: UJ 1. RETAINING WALL CONSTRUCTION Z M 2. SCREEN WALL CONSTRUCTION 0 a 137 X 1. VERIFY/CONFIRM PREMIXED MORTAR GROUT X 2. VERIFY SPECIFICATIONS FOR SIZE/TYPE OF MASONRY UNITS & REINF DETAILS. .• ,, � X 3. PLACEMENT OF MASONRY UNITS & CONSTRUCTION OF MASONRY JOINTS. I X 4. PLACEMENT OF REINFORCEMENTS. a` X 5. VERIFY CLEANOUTS, GROUT SPACE CLEARANCES, CLEANLINESS & EX MORTAR PROJECTIONS. _..... 6. VERIFY GROUT PLACEMENT. . M M O I O (V O I 00 LO Z w a r co H U Of PANAMA LN I TRACT 6553 I II TRACT 6387 TRACT 64, ° o c BERKSHIRE RD Z 1. e .J........ MOUNTAINIDGE RIDGE - DRIVE DRIVE SHEET 4 a SHEET 5 r C � WE �� �r L -4 HOSKING RD J a- 2 11 10 6 t 6 5 1 4 3 2 1 1 i 17.3 i 172: 171 s170 s 169 fii 168 �r 5. it W z i= s N W „3- 6. 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T .. , w a r co H U Of PANAMA LN 56 57 58 59 I SHEET INDEX ° o c BERKSHIRE RD Z 1. COVER SHEET MOUNTAINIDGE RIDGE - DRIVE DRIVE 2. r C WE MOUNTAIN RIDGE DRIVE WALL 2: STA: 1+00.00 TO STA. 8+50.70 HOSKING RD J a- McCUTCHEN RD BERKSHIRE ROAD WALL 1: STA. 1+00.00 TO STA. 8+50.95 INDEX MAP �r 5. it W z i= s N W V 6. TYPICAL STREET SECTIONS AND COMMUNITY WALL L 0 7. WALL AND RETAINING WALL DETAILS z 00 w Cfl 0 I 3 c:3 to _ (0 CO v 04.1 rn V 4 119 VICINITY MAP BENCH MARK USED CHISELED SQUARE N T F Q 0 OP 0 CURB AT END OF CURB RETURN AT THE NE CORNER OF CHURCH PARKING ON LONDONDERRY AVE. ELEV. = 353.082 USGS PARTIAL TRACT NO. 5958- PHASE 1 STREET PLANS OWNER/SUEDWIDER ENGINEER LENNAR HOMES OF CALIFORNIA, INC. 8080 N PALM, #110 STANTEC CONSULTING INC. FRESNO, CA 93711 5500 MING AVE. SUITE 300 BAKERSFIELD, CA 93309 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 I SHEET INDEX ° o c TRACT 6387 Z 1. COVER SHEET CD 0 2. MOUNTAIN RIDGE DRIVE WALL 1: STA. 1+00.00 TO STA. 7+54.46 C 3. MOUNTAIN RIDGE DRIVE WALL 2: STA: 1+00.00 TO STA. 8+50.70 _ 0.a "o�a1a1 J a- 4. BERKSHIRE ROAD WALL 1: STA. 1+00.00 TO STA. 8+50.95 INDEX MAP �r 5. BERKSHIRE ROAD WALL 2: STA. 1+00.00 TO STA. 11+57.11 SCALE 1" = 200' V 6. TYPICAL STREET SECTIONS AND COMMUNITY WALL L 0 7. WALL AND RETAINING WALL DETAILS WALL OUANTITY EST. 22" PILASTER 12 EA. 16" PILASTER 27 EA. 2,633± LF CMU WALL 15,800± SF CMU WALL 4,710 SF RETAINING WALL PRIVATE ENGINEER'S NOTICE TO CONTRACTORS THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THIS MAP. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN AND ANY OTHER LINES NOT OF RECORD OR NOT SHOWN ON THIS DRAWING. ENGINEER SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF ANY SUCH INFORMATION OR DATA. UNDERGROUND SERVICE ALERT SHALL BE CONTACTED TWO WORKING DAYS PRIOR TO CONSTRUCTION. 1-800-227-2600 ENGINEER'S STATEMENT THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY DIRECTION AND TO THE BEST OF MY KNOWLEDGE AND BELIEF COMPLY WITH CITY OF BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN CRITERIA, AND INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD. ANY ERRORS, OMISSIONS, OR OTHER VIOLATIONS OF THOSE ORDINANCES, STANDARDS OR DESIGN CRITERIA ENCOUNTERED DURING CONSTRUCTION SHALL BE CORRECTED AND SUCH CORRECTIONS REFLECTED ON CORRECTED PLANS SUBMITTED TO THE CITY ENGINEER. APP OVED BY: JOSEPH SHAWN BLANTON R.C.E. NO. 65823 (EXP. 9/30/2017) THE SOUTH LINE OF THE SOUTHEAST/4 SECTION 27 TOWNSHIP 30 SOUTH, RANGE 27 EAST. MDB & M BEARING S 89'01'16" E AS SHOWN ON RECORD OF SURVEY BOOK 22, PAGE 157. � 7TO40al"l, 4 OF PARCEL MAP WAIVER NO. 04-0357, AS PER CERTIFICATE OF COMPLIANCE RECORDED DECEMBER 14, 2004 AS DOCUMENT NO. 0204307843 OF OFFICIAL RECORDS BEING THOSE PORTIONS OF SECTION 27, TOWNSHIP 30 SOUTH, RANGE 27 EAST, M.D.M., IN THE CITY OF BAKERSFIELD, COUNTY OF KERN, STATE OF CALIFORNIA, ACCORDING TO THE OFFICIAL PLAT THEREOF, MORE PARTICULARLY U ° o c Z �A� CD 0 � C 0. o °t C O p _ 0.a "o�a1a1 J a- +- ¢ O N �r O (n (D cD V A c H U L 0 V o° •y �« N 0 V 00 w Cfl 0 I 3 c:3 to _ (0 CO v 04.1 rn V 4 c p N O 1 v) W_ E A v y o 3 .n°o�44 0 M a) 'T U. 3 - CENTERLINE TW - TOP OF WALL TF - TOP OF FOOTING FL - FLOWLINE APPROVED aY CITY OF BAKER PUBLIC WORKS DIRECTOR Permit -Seal 3"FI ELD: 6i) DATE - Z0/7 ASSISTANT PUBLIC WORKS DIRECTOR DATE //2-5-117 REVIEWED BY TRAFFIC ENGINEER DATE r CITY RECORDS NO. Project Number: 20250054 File Name: TDM JSB TDM 05.02.2016 Dwn. Chkd. Dson. YY.MM.DD Drawing No. Revision Sheet 1af7 Z Q J a- CV W 0 Q IL LTJ �F- LO � LLd U I' 0� O UJ o U V) w LL -6 ZJ Q U LII 0I. Y a` LLJ J I- i - a> Permit -Seal 3"FI ELD: 6i) DATE - Z0/7 ASSISTANT PUBLIC WORKS DIRECTOR DATE //2-5-117 REVIEWED BY TRAFFIC ENGINEER DATE r CITY RECORDS NO. Project Number: 20250054 File Name: TDM JSB TDM 05.02.2016 Dwn. Chkd. Dson. YY.MM.DD Drawing No. Revision Sheet 1af7 NOTES: L c3i X_ - - - - ow 7. ............ . . . ........... .. .... .................... ............ ............................... ................................................... ............... ... ............................................... . . . . .. . . . . . . . . . . . . . . . . . . . .. ...................... I.K. X_ L3 ............................. ... . .. ........... ------- ------ 77 I /7A ........... r_11:�WA L S� ... ............. 7� EQUAL TO II �I MOUNTAINS STA 1+00.00 _j NTAI N MOUNTAIN RIDGE DRIVE STA 22+13.76, 93.00 R ........................ Lu TRACT III 1 9 _J22' I LOT "A" RETENTION -BASIN 63V 1 1 z TOP ELEV. 351.50 25'1 T I�0 A 11 II it l TORRENT WAY WEST RO ........ . .... ...... SIDEWALK ............................. ................... 1. SEE BLOCK WALL DETAILS SHEETS 6 & 7 FOR WALL SECTION AND DETAILS. 2. ALL BLOCKS USED FOR FENCE WALL SHALL BE 6" X 8" X 16". 3. ALL STATIONING IS ALONG BACK OF WALL UNLESS NOTED OTHERWISE. LEGEND: BLOCK WALL E MONUMENT 1:1 RETAINING WALL (PROFILE) CONSTRUCT 6' HIGH CHAIN LINK FENCE WITH 12" WIDE CONCRETE CURB PER C.O.B. STD. DWG. D-12 AND D-13. 30.39' Li �5 LINE LENGTH BEARING ........ APN: 538-020-04-1 L2 38.08 S44*39'12'E L3 541.68 CO W W q- cr- W ;t W CC 18.001 S 00*29'44" W Z (If 00 CK 00 w 00 V) o cfl 0 < (0 r- LJ 0 �__ 0 LLJ 0 0 Ld 0 I__ ........................... ..... . ....... ....... ....... ..... ....... ....... ....... ....... ....... ....... ....... ....... ....... ....... ....... ....... ....... WPO ....... 17- ...... ....... ....... ....... ... ... Li ... ... ...... . ..... . ...... ro . ....... Ld n ....... ....... ....... ....... ...... ....... ....... ....... ....... ....... . .... ...... c� . ...... ....... ...... w w 00 K) 0. tr ui 00 n + 0 V) c6 < (6 C, r-) - < + L" L 0 M I 0 af of 0 0 Of Q� 0 0 LLJ 00 w w LJ < V) < a_ V) r� < N ....... C14 ...... ....... V) ....... ....... ...... ....... ....... 0 ....... ....... ....... ....... ....... ..... ....... ....... ...... V) 0 Q) W =� r- _j F, . r� 0) 0- ui 05 0 0 c� V) 06 0 F- - 0 Ln 0 (6 0 1-- 0 v) _j + EL N _j FL rn + _j + + < + L0 06 (D < EL- LO n '_ z 10- .......... .0 0 . . . ....... . n..(o +n < 00 < + u -i c� to . < + OD _j ...... 24 i502 �5 z + LO OWN Z3 . SON 0 . ........... .......... .. 0). 0 o- 355 ................ ... ............................ FINISH'GR'OUND 'Q WEST'FACE'OF'WALL - - - con I IL + (::)j + (-:)j ............ + (--4j _j _j < r- co 00 F- r, z COz + . 14- z Lo - . 0- ej ...... . .. ......... ................... ........ ........... ....................................................................... ............. .......... ...... ............ .............. ............ ......... ... ... ...................... .............................. .*~W. .......................................................... ........... ....... ......... 44W .......................... ................ < ........... _j _j < . ....................... . . . . . . . . . . . . . . . ... .......... . ...... LLI _j r- N LLI 00 _j C14 "0 0 00 N 3c: rwi - ��22-4-0(2 P0 N 0 0 N 234. 00 ............... ........... . ... ........ ............ ....... 241-00 .......... ...... .......... . . ...... ....... w 251- 00 4 ! 26.1-00 3.1 274. 00 0 Z< < 0 z ;�284- Off) < _0 - ej + LJ c,4 + -c-0- LLJ N - i & i ....... 7.7.7.7. ............. ......... ...................... ....................... ........................... .................... ....... ...... ...... . ......... ................................ ................ * .... ...................................... ............. ............................ ............ .................. 71*111 .............. ......... ISH GROUND, @ �EA .............. ............................ ........... ST FACE F WALL....*.-....-..'..-...'.*,-.*..-.'-..*.........'..*.'.".*.*., TOP OF FOOTING - 4 V) Q (A (=)j 0 CN -j 04 _J 5 00'29'44" W O 04 0 0 ej L*j LLI cn< Z < z 41 ....................... ............................... .................................... . .............................. ....... ....... . ................. ......... ........... .. ...................... .......... ......... -QF- _�I- - - - - - GHT 550V) UNI� R/W< A'6 - L4 e"z CL0c) L c3i X_ - - - - ow 7. ............ . . . ........... .. .... .................... ............ ............................... ................................................... ............... ... ............................................... . . . . .. . . . . . . . . . . . . . . . . . . . .. ...................... I.K. X_ L3 ............................. ... . .. ........... ------- ------ 77 I /7A ........... r_11:�WA L S� ... ............. 7� EQUAL TO II �I MOUNTAINS STA 1+00.00 _j NTAI N MOUNTAIN RIDGE DRIVE STA 22+13.76, 93.00 R ........................ Lu TRACT III 1 9 _J22' I LOT "A" RETENTION -BASIN 63V 1 1 z TOP ELEV. 351.50 25'1 T I�0 A 11 II it l TORRENT WAY WEST RO ........ . .... ...... SIDEWALK ............................. ................... 1. SEE BLOCK WALL DETAILS SHEETS 6 & 7 FOR WALL SECTION AND DETAILS. 2. ALL BLOCKS USED FOR FENCE WALL SHALL BE 6" X 8" X 16". 3. ALL STATIONING IS ALONG BACK OF WALL UNLESS NOTED OTHERWISE. LEGEND: BLOCK WALL E MONUMENT 1:1 RETAINING WALL (PROFILE) CONSTRUCT 6' HIGH CHAIN LINK FENCE WITH 12" WIDE CONCRETE CURB PER C.O.B. STD. DWG. D-12 AND D-13. CONSTRUCT 6' DOUBLE GATE PER C.O.B. STD. DWG. D-13. Z 0 CD 03 00 N 0 40 60 80" 1: 40 MPAMPEMPONE9 WALL LINE Li �5 LINE LENGTH BEARING ........ ...... FL 0.20 X ...... ..f........ .......................................................... ............ L2 38.08 S44*39'12'E L3 541.68 6h, L41 38.281 S"45*20'48'W L5] 18.001 S89*48'08'E Z UJI U) (0 (.0 E 0 V) o cfl 0 < (0 0) N tp CL0 Oil LLJ LOT 44 + CN LOT 43 1 +; LOT 42 LOT 41 x U) FP 354.20 u) FP=354.80 FP=355.20 FP=355.70 0�0 0- ZF C:M- u) 0-2 I— Z CONSTRUCT 6' DOUBLE GATE PER C.O.B. STD. DWG. D-13. Z 0 CD 03 00 N 0 40 60 80" 1: 40 MPAMPEMPONE9 WALL LINE TABLE LINE LENGTH BEARING Ll 18.00 S89*48'08'E L2 38.08 S44*39'12'E L3 541.68 S00*29'44'W L41 38.281 S"45*20'48'W L5] 18.001 S89*48'08'E R DEWALK 6' PROPERTY UNE AT BACK OF WALL 6 INCH BLOCK WALL BLOCK WALL SHALL BE CONSTRUCTED 6 -FT IN HEIGHT, MINIMUM. SEE 2Z MAX PROFILE FOR HEIGHT. A -A COLLECTOR WALL SECTION (TYP) NTS 01 Z+UU 3+00 4+00 5+00 6+00 7+00 f 8+00 ORIGINAL SHEET - ARCH D CITY RECORDS NO. 370 365 360 355 350 345 20250054 U) . ... .. ............... TDM JSB Dwn. - -6hkd. TDM 01.07.2017 Dsqn. YY.MM.DD Drawing No. z Sheet 2 of 7 C) C) CD CD C) 360 ........ Z UJI U) (0 (.0 E 0 V) o cfl 0 < Wx: 0 < CD CL0 LLJ L0 a-' CD M x 0 a z 0 . . . . . . . . . . . 0�0 0- ZF C:M- u) 0-2 I— Z LLJ LL 4)z 0- 0 -o r_ 01 < 0 a_ a- 0 ........... < M Q) a ....... . ... .... CD M ... . . . . ...... . 0 . . . . . . . . . . . . .......... .0 ............ ........ ...... ...... 24 i502 �5 z 0 r E Z3 .... . ..... . ........... .......... .. 355 ................ ... ............................ FINISH'GR'OUND 'Q WEST'FACE'OF'WALL - - - I n . .. ......... ......... .. ..................... ........... 1. .......... ................ * .......... ................ . ........ ................... ............ ................. ......... .................. . ............. ... .... ...... . .. ......... ................... ........ ........... ....................................................................... ............. .......... ...... ............ .............. ............ ......... ... ... ...................... .............................. .*~W. .......................................................... ........... ....... ......... 44W .......................... ................ ........... .... .. ................................. 1.1.* . ..... ........... ................... ........................................ . ....................... . . . . . . . . . . . . . . . ... .......... . ...... CD C) ... ..... ...... I ............ ..................................... I .......... ... ....... ...... �7 .................................................... ......................................... ....... ....... .ttt. z ..... �m ................................ ................................ ............ ......................................... ............................ .......................... ........ ............... ............... ............................ ..... ..... . .......... I ...................... . . . . . . ......... TV -77: ... . .. . ................ ........ ....... ............... ....... . ..... ............... ........... . ... ........ ............ ....... ............. .............. . . . . . . . . .................. . ............ ...... . .............. ............... ....... ....... ...... .......... ...... .......... . . ...... ....... w ... .............. ........... .. ....... . ..... ... ..... .................... .... .. ........... ..................................................................... .............. ......... ....... ............. .. .............. ....... ...................................... ..................... ....................... 01 cu ....... 7.7.7.7. ............. ......... ...................... ....................... ........................... .................... ....... ...... ...... . ......... ................................ ................ * .... ...................................... ............. ............................ ............ .................. 71*111 .............. ......... ISH GROUND, @ �EA .............. ............................ ........... ST FACE F WALL....*.-....-..'..-...'.*,-.*..-.'-..*.........'..*.'.".*.*., TOP OF FOOTING ...... ..... ......................... .......... 1.11.1.1 ... %. . .. =..*.,.,.*..,.., . . ... ................... I ................................................. ........... ........ .................. ..................................................................... .... ............... ....... , , .................... ...... ....................... ............................... .................................... . .............................. ....... ....... . ................. ......... ........... .. ...................... .......... ......... ... ......... ... .. .. ... . .............. ................. ........... ................ .................... ........ ................................... .............................. ..... .................... ............. ........ ............... .. ............................. ... ........ X, 0) 350 .... .. TOP )F - FOOTING ......... .......... .......... CD.... .......... ....... .. ...... ...... pq ........ 38.08 91.3 ........... '90.V 90..0, ... .90._01 '89.4 ........ . 38'.28' 1.8.01 ... ... .... . 1 4 . . . ....... ...... . . . . . . . . . . ....... ...... ..... ...... ....... ...... L3 ...... 345 CD 01 Z+UU 3+00 4+00 5+00 6+00 7+00 f 8+00 ORIGINAL SHEET - ARCH D CITY RECORDS NO. 370 365 360 355 350 345 T M A2 20250054 U) 16 TDM JSB Dwn. - -6hkd. TDM 01.07.2017 Dsqn. YY.MM.DD Drawing No. z Sheet 2 of 7 C) C) CD CD C) C %4 20--i == Z UJI U) (0 (.0 E 0 V) o cfl 0 < Wx: 0 nC IM, 93O CD CL0 LLJ L0 a-' CD M x 0 a z 0, 0�0 0- ZF C:M- u) 0-2 I— Z LLJ LL 4)z 0- 0 -o r_ 01 0 Ty V a- 0 < M Q) a 0 L) .101 O 93 c 24 i502 �5 z 0 r E Z3 .... . ..... . ........... .......... .. cl- (a 01 Im T M A2 Permit -Seal Project Number: 20250054 U) TDM JSB Dwn. - -6hkd. TDM 01.07.2017 Dsqn. YY.MM.DD Drawing No. z Sheet 2 of 7 Ld 4. C %4 Z UJI U) r) 0 < Wx: 0 C /) a- r-- 0 - LLJ L0 a-' < 0 0 z COM ZQ© ZF - I— Z LLJ LL 4)z 0 Wff a- < M Q) L) Permit -Seal Project Number: 20250054 File Name: TDM JSB Dwn. - -6hkd. TDM 01.07.2017 Dsqn. YY.MM.DD Drawing No. Revision 0 Sheet 2 of 7 H Z O 0 O7 00 + 00 N N ru 6 0) NOTES: 1. SEE BLOCK WALL DETAILS SHEETS 6 & 7 FOR WALL SECTION AND DETAILS. 2. ALL BLOCKS USED FOR FENCE WALL SHALL BE 6" X 8" X 16". 3. ALL STATIONING IS ALONG BACK OF WALL UNLESS NOTED OTHERWISE. LEGEND: 30.48' LINE TABLE LINE LENGTH a a Ll 18.00 S 00'29'44" W L2 38.08 S44°39'12'E L3 296.64 S00°29'44'W O q O 4+ 00 LY c C> (DLO O d- 39.48 L a'+ ai i O wwo W O� W Of 0 � Lr)O W O (!) -J 00 w W 00 00 O O 00 O c= O OO(n�O� O r chi +�J ¢� zQw N CO N -j a F- U Z Q 0 r QCL I, - r F- F— OUJI :2 + J rrn / J ..... r ....... ..... ..Q-........ Z r ................. � .. r ................................................................... N C`�t . ....... ro r J J 'c Z �f r 0 L6 N 00 ^ J J �S J + — > on y— C V — 3 i C� O O + W 00 J + O0 C7 Z N Q W M O O tD N O z N Q F_00 co -81 O V C Li C W Z < Q < W C' N � t.E> s2 U (r) 2 ... 05 4.0,0 ; Z :'.> m C� C3� I m m lil III � i<< APN• 538-020-03-5 I ii 00 00 0' 00 W 0_ (14 W 0' N 00 0' W ILO (I' 0) 0_ 0) qt 0_ (I' N O O mm.."wW.... d 0' O 0) W N W N d' W 0) ZY CS F- O F- F- F- O I� (�l d (n O O N N , - 0) CO 00 (n 4 (n N O O (n O (n` O in r O N . � O . I'7 • N 00 � Q Q Q Q Q U \ Q Q I'7 ' + — — — co — I� d � u7 co 00 a z o � a a a EL ^ J W.... U CO ^ 00 Z O O• 00 _....._.._.._....._.._ ....... _... Q r m N r J W 07' 00 r O , t . O (n � � ca W � h C31 C� C�•I 0_ + C.i•I _ C + + + W W + r N In J u7 li B P7 Cfl W C5 Ni 6 vi o0 X Q z I ro Q Q Q 100 � t� {10 �_ _ r 04 � 35 C}0 Q ~ i o (n _ (n Z W S 00'29'44" W F_ L)j e.I C31 M � w _ 550 - 4k. _- --- - o LINE OF_SIGH_T -P 4 6 - - - -R/W L3 C1 CO (0 I C2 o' O r7 h � Ilr o coo [ CV o / LOT 40 N LOT 39 N LOT 38 V LOT 37 LOT 36 LOT 35 LOT 13 FP=355.5 FP=355.6 FP=355.70 FP=355.8 FP=355.9 FP=356.0 FP=357.2 104 I ( WALL STA 1+00.00 IS EQUAL TO J I i MOUNTAIN RIDGE DRIVE STA 28+69.44, 93.00 RLt I I I c,�i,• .c�Ss .SSS ���5 ���'. �, �� �` I �G \i4 6' MOUNTAIN RIDGE DRIVE WALL PROPERTY UNE AT BACK OF WALL 6.5' 6 INCH BLOCK IDS AP WALL 2' 1 3' 0.26 X ZZ 4 N r. o 0 oti O) ao oq O 0 0) f LOT 12 FP=357.2 1 I I 1' 0■■■■40" 6000 80„ 1: 40 Z 0 r 00 M Co M d LINE TABLE LINE LENGTH a a Ll 18.00 S89°48'08'E L2 38.08 S44°39'12'E L3 296.64 S00°29'44'W O q O 4+ S00°29'44'W C> (DLO O d- 39.48 L a'+ ai ao N W � `o°v=im U) V ti E Ity O c= O .- V) c0 co chi -O'S'. L) zQw °;p,n Q Z o z -j a F- U Z °a o '; n —1 F— OUJI :2 6`1 wY O` T L) � O; M 0, H L� 3 'c' •o -v v- p 0L)n�Q n 0 > on y— C V Hz10 0 �0— to ON L OC,of OL L L V co -81 O V C Li C W ++ T ' N O 0U• C' N � t.E> s2 F- f- :'.> 0 p WALL LINE TABLE LINE LENGTH BEARING Ll 18.00 S89°48'08'E L2 38.08 S44°39'12'E L3 296.64 S00°29'44'W L4 181.54 S00°29'44'W L5 39.48 S45°43'05'W WALL CURVE TABLE CURVE LENGTH RADIUS TANGENT DELTA C1 86.90 1020' 43.47' 04°52'52' C2 89.28 1048' 44.67' 04°52'52' 0 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 o L a i CITY RECORDS NO. ORMINAI SHFFT — ARCH n 370 W 360 355 350 345 Permit -Seal Project Number: 20250054 File Name: TUM JS8 U) 01.07.2017 Dwn. Chkd. Dsan. YY.MM.DD z W Revision Sheet LL 04 ry 3 of 7 Z 0 U)UJ 0 Ua- = W � U) = ti o 0 =p C0 L) zQw Ir Q Z o z -j a F- U Z v) w `c —1 F— OUJI :2 m L) Permit -Seal Project Number: 20250054 File Name: TUM JS8 TDM 01.07.2017 Dwn. Chkd. Dsan. YY.MM.DD Drawing No. Revision Sheet 0 3 of 7 TRACT 6553 V) V) 0 0 Of (D Ld x 4- (D LLJ C6 c� c� w > 0 0 X cr(D 0 LLJ 0 cr (0 0 TRACT 6553 Li C,j r- > Li r, Li C6 0 Lr) z Ld F- X 0 F- F- r.� X � i : r- 00 Z LLJ N Lij 04 LLJ 4 C14 v) ZD 04 00 0 F- S 89-0,3',34' 6.68 V) V) W D U,) CC) V) V) :D V) 0 + 0) 0 - r- r- 0) 0 LO 00 V) - LO CN 0 - F- < + 0 + + 04 n V) Lf) + + + -j 04 LO + < < � + + < + 0 0 V) N ....... .... -j K) < < + < 0) < 06 / , " - < < IL (.0 - - ttd t LLJ T 00 ....... ............... ... ..... ........................... . ....... ..... 04 . ........ Z L0_04 ........................ > nn + Ln + _j + c6 '+�t C) + -CL CL 00 EL 01) EL LLJ -j . ....... . ....... 0, -- 11111- - F . ......... LLJ ... . ...... . -j 0 0 . ... ...... ...... ..... ....... . ... .... - --- - 11,11- .11-1 , - - - i- . ...... ....... ...... Lr) < 0 L0 V) .. .. . . ...... .. < . ....... . M ....... r < ... ....... cy),z 0 1 < z -J . ....... ..... -J.. 0-z�,q . ..... ....... Z - L0 . . ...... ...... q4- - (0 ...... ... ....... Lq < < (31 to V) 00- ()0- <--(,4- �5 C14 - L0 0 + (=)j N 31 . . .. ..... CL 0 0 Ld + + LJ r . ....... 0 n (0 + + Q�j -j L0 > Lc) _j 06 C6 U-) ud q1t 06 ui CL n U-) 0 -N 0 n r- -j n < U-) . LO < < z fA 0 50-00 3r. ri 04 + 00 z z 52-4-00 z I,- z < < c6 z r-� 00,c 53-4-00 F- 54-1-00 F- < < < --0 u- 5-4-.00 Z �6 00 1", 7 + ro - z --V) V) z ui + Li V) M 11 ui 00 L LO =I- (D �5. C M M S 89'03 34" E Lu 00 LLJ LLJ LO C6 LO -M LLJ < z 550 M L -)j M M UIL F- . k-1) - - - 1 W) z UNE OF 1"rl -. -q- V) 0 n R/W C5 10 0.27�% -4&1, 1,ik -01- 1 & - C& LLJ Lr) M LINE )F rLINL. ISIXSIGHT - 55n Ou 0 7X ----.4+00= -2 00 -3+00-- Ll ti (104 0 co co 0) U,) LO n + + + + + + N IE LOT 12 < < < LOT 11 LOT 10 < LOT 9 LOT 8 V) LOT 7 V) z FP=357.2 V) FP=357.1 V) FP=356.9 V) FP=356.7 V) FP=356.4 FP=356.2 WALL STA 1+00.0C IS EQUAL TO BERKSHIRE ROAD STA 50+83.46, 55.531 R rill 356,9 FG SEE SHEET 3 NOTES: 1. tiLt BLOCK WALL DETAILS SHEETS 6 & 7 FOR WALL SECTION AND DETAILS. 2. ALL BLOCKS USED FOR FENCE WALL SHALL BE 6" X 8" X 16". 3. ALL STATIONING IS ALONG BACK OF WALL UNLESS NOTED OTHERWISE. LEGEND: -W 6- 2•, 2' xuw-.MMMBLOCK WALL M VC) fcc04 (D + LO LOT 6 V): FP=356.0 LOT 5 V) FP=355.8 BERKSHIRE ROAD WALL PROPERTY LINE AT BACK OF WALL 6WALL INCH BLOCK WE 7- L2 LINE 0) T0 BEARING N ow z 0 a_ N0 O a_ + + S44*25'51"E L41 Cc ffj S00*11'52'W FP=355.4 LOT 4 Z -j FP=355.6 < V) BERKSHIRE ROAD WALL PROPERTY LINE AT BACK OF WALL 6WALL INCH BLOCK WE 7- L2 0 �A LO 6 + LOT 2 FP=355.2 0 C A LOT 1 FP=355.0 %A IX 1: 40 %N%N%% %60 =% WALL LINE TABLE T0 BEARING Ll z 0) 0 a_ + (0 S89*03'34'E 131 z S44*25'51"E L41 LOT 3 S00*11'52'W FP=355.4 0 �A LO 6 + LOT 2 FP=355.2 0 C A LOT 1 FP=355.0 %A IX 1: 40 %N%N%% %60 =% WALL LINE TABLE LINE LENGTH BEARING Ll 181.54 S89*03'34'E L2 337.10 S89*03'34'E 131 38.431 S44*25'51"E L41 18,00] S00*11'52'W WALL CURVE TABLE CURVE LENGTH RADIUS TANGENT DELTA cl 88.87 1043' 44,46' 04*52'54' C2 87.29 1024.50' 43.67' 04*52'54' e - I -- TTvv J-tuu K -L-"" /-L"" 8+00 9+00 ORIGINAL SHEET - ARCH D A y p ..-4 CITY RECORDS NO. An IN 6 9 Project Number. 20250054 File Name: TDM JSB TDM 01.07.2017 Dwn. -&d. Dsqn. YY-MM.DD Drawing No. Revision Sheet 0 4 of 7 U) Z -j C-14 Z UJI c/j 0 p: L) < 0 U) Lu :D cr Lc) ry < 0 U) L0 C.0 Lj z 0 < 0 Z 11.- D- (J-) W0 u- z o Z Z Ctf 0) Ix yj CL LLI _j < F- LLJ M le < M Permit -Seal An IN 6 9 Project Number. 20250054 File Name: TDM JSB TDM 01.07.2017 Dwn. -&d. Dsqn. YY-MM.DD Drawing No. Revision Sheet 0 4 of 7 z O M to d' + 00 Ln O O O n L6 C6 CL O W . O O W O O W L6 CD 0 (00) 1- V .- ....... ...... ....... -H W + Cr) + 00 + 0) O i M Ln N 00 Fa- S 89'03'34" E H Q <O U) 30.98 V) TRACT 6553 TRACT 6478 U (::)j F---� C3� rn W CL O W . O O W O W W ...... • F- � ..... ...+ 1- V .- ....... ...... ....... I- ....... .. (i�. ..... .... u7 . J — .,.... ....... ....... ........ + J J + J......... + ..._ + i M J. J ..................... ..................... ^ ................. .0................... ...... .............. ............................. -jI- Q O Z� Z J J q - d O a CNO Q Q I + LO C3� E W O _j -J Kms) O /p LOT 173 I z z r 00 FP=354.7 z a 3 Q z z �5 C5 CL W ....................... W ........... w cc N00°11'52'E G .......................... ....... + ...... ........ .................... I� J — .,.... ....... ....... ........ ..................... e .d....... ..................................,.... ,...,,. ....... ...... 0_ .�,,....... ...... W of i M J. J ..................... ..................... ^ ................. .0................... ...... .............. ............................. 00 0 It._ .O .................................. . d N O N CD C3� I + LO U E LI_ af w Y O L /p LOT 173 I Fa_' O H CLO c' + FP=354.7 Cn O 0� I I WALL STA 1 +C Z Ml U I BERKSHIRE RO 00 t 0t W u') C14. cV I } LOT 172 a LOT 171 FP=355.3 ci: FP=355.8 V~i: 1.00 IS EQUAL TO D STA 58+65.64, 33.00 R — —4+ 00 + n LOT 170 Q FP=356.4 VV) 25% 5+0 h� LOT 169 FP=357.0 h'�� LOT 168 FP=357.4 MOTES:BERKSHIRE ROAD W.WALL 1. SEE BLOCK WALL DETAILS SHEETS 6 & 7 FOR WALL SECTION AND DETAILS. 2. ALL BLOCKS USED FOR FENCE WALL SHALL BE 6" X 8" X 16". 3. ALL STATIONING IS ALONG BACK OF WALL UNLESS NOTED OTHERWISE. LEGEND: — — — — — — BLOCK WALL O MONUMENT Is 'PROPERTY LINE AT BACK OF WALL ,-6 INCH BLOCK WALL I BLOCK WALL SHALL BE CONSTRUCTED 6 -FT IN HEIGHT, MINIMUM. SEE 2X MAX3 PROFILE FOR HEIGHT. EXISTING WALL CONSTRUCTED WITH PHASE 1 WALL LINE TABLE LINE LENGTH BEARING L1 18.00 N00°11'52'E G .......................... ....... + ...... ........ .................... I� J — .,.... ....... ....... ........ ..................... e .d....... ..................................,.... ,...,,. ....... ...... 0_ .�,,....... ...... W J O J ....... ........ � Q O :EQ = o J. J ..................... ..................... ^ ................. .0................... ...... .............. ............................. 00 0 It._ .O .................................. . d N O N CD C3� J + J LO U E LI_ af w Y O L __ �j O H CLO c' C.)3: 60+00 O 0� 61 I OD 6+00 .- z +00 cv c I Z I 3 3 02-0 pO C cnt� �� of o �`o� m S 89'03'34" E INE OF SIGHT - 550 — — _ — - W — 00 t 0t W u') C14. cV I } LOT 172 a LOT 171 FP=355.3 ci: FP=355.8 V~i: 1.00 IS EQUAL TO D STA 58+65.64, 33.00 R — —4+ 00 + n LOT 170 Q FP=356.4 VV) 25% 5+0 h� LOT 169 FP=357.0 h'�� LOT 168 FP=357.4 MOTES:BERKSHIRE ROAD W.WALL 1. SEE BLOCK WALL DETAILS SHEETS 6 & 7 FOR WALL SECTION AND DETAILS. 2. ALL BLOCKS USED FOR FENCE WALL SHALL BE 6" X 8" X 16". 3. ALL STATIONING IS ALONG BACK OF WALL UNLESS NOTED OTHERWISE. LEGEND: — — — — — — BLOCK WALL O MONUMENT Is 'PROPERTY LINE AT BACK OF WALL ,-6 INCH BLOCK WALL I BLOCK WALL SHALL BE CONSTRUCTED 6 -FT IN HEIGHT, MINIMUM. SEE 2X MAX3 PROFILE FOR HEIGHT. EXISTING WALL CONSTRUCTED WITH PHASE 1 WALL LINE TABLE LINE LENGTH BEARING L1 18.00 N00°11'52'E L2 37.94 N45634'09'E Tuu /-tuv ,�+uu 4+00 5+Ofl 6+00 7+00 8+00 9+00 10+00 0 CL ORIGINAL SHEET -ARCH D CITY RECORDS NO. 370 365 355 U cn O v a J �. N uj Z 0 F - :EQ = o w c n o 2= C U 00 0 It._ O - ci« °opva`+ O _0 CD Qwar O N CD W =w wo`i'oo O U U E LI_ af w Y U L __ �j O H CLO c' C.)3: 3: C Ocu cv c in O O 17 m X 3 3 02-0 pO C cnt� �� of o �`o� ... 0 02 c V 0 �•' N L y U O V O N C, -F O C � ON O = N v OO�t d>` V. N O+ Oi p C T N " o c c n E E, -.E c S F_ -O 01.-V) O �z 0 0 (a CL Im Permit -Seal m k Is Project Number: 20250054 File Name: TDM JSB TDM 01.07.2017 Dwn. Chkd. Dsan. YY.MM.DD Drawing No. Revision Sheet 0 5 of 7 cn a J �. N uj Z 0 F - :EQ = o w U L to O U O _0 d W =w Z o Z U -� QLLJ U (n Y LI_ af w Y J a� F- M m V Permit -Seal m k Is Project Number: 20250054 File Name: TDM JSB TDM 01.07.2017 Dwn. Chkd. Dsan. YY.MM.DD Drawing No. Revision Sheet 0 5 of 7 U 5 v O O p c C O OCD O o y o U O N L O CO C0 E °do (0 CO v VU L r OCL, y O U y p C0 c 1 3 c R Q W C0 C0 p 0 C O in `,c; �c ca O Y M x 3 a, o.cv� ° c c .0 °w c �-e R/W C/L C/LR W -J o °p �' VARIES (45.0'-50.0') VARIES(45.0'-50.0')/ I > c, PROPOSED 6 V) , ,,, , , , _ BLOCK WALL 3.0 4.0 6.0 VARIES(34.0'-42.0')VARIES 34.0 -41.5 6.0 4.0 .0 I PROPOSED 6 i o o „ ° L V z o v 29 2% BLOCK WALL M/ MIN. 2 WIDE N. 2 WIDE oyN�� ��� 4• • 1 T 1 4. N WA 29 - LL IN. 0 M WALL q Ml ._ N ° o' o 29, MA % MAX. MAX ryfrx+ - o FOOTING 2 - k. � E FOOTING .:; .> t.V"\h. ": EASEMENT _..1171, EASEMENT o�� o a d' 7 OF, i. 2 ..2 @ e Y+ >% s p� 27 2% TYPICAL LOT SECTIONS— BERKSWRE ROAD MTYPICAL LOT SECTIONS— MOUNTAIN RIDGE DRIVE NTS NT5 4 SEE SHEET 7, DETAIL 3 FOR 16 INCH PILASTER 1-1/2" THICK CONCRETE BLOCK CAP 1 REBAR SCHEDULE AND DETAILS. 2 a :.�• 3 i p C] W 0Q .0 6"x8"x16" BLOCKS ® 18" WW x 7" DEEP x 1-11r THM CONCRETE BLOCK CRP V) I I Q <- o= U z Y < a ® 16' UM X r DEEP PIASTER — QWY SPLIT FACE = I ( I ') (. ® 1-1/2" mm "GRAY" CONCRETE a.= Clip 0 0 mN �IILD FlNlsy Eo GRP�� o A 3 SEE RF pA0 F�N�SS PROS\ Q » d• � Iii- i � 111 -. I I .7111 :l l' 2' 1 BENCH io \'-6"x8"x16"BLOCKS 2 u . SEE SHEET FOR "MIN. �� MIN '5%MIN Z•1 :. REBAR SCHEDULE, q 5% MIN. <<< COVER - _' FINISHED PAD ELEV. COVER - \.X 1 FOOTING AND WALL FINISHEDAP D ELEV. 16" DETAILS " 4 MIN COVER 4" MIN COVER o a rY STANDARD PILASTER SECTION STANDARD PILASTER PLAN VIEW MAIRY WALL SECTION! TYPICAL LOT SECTIONS AT PERIMETER WALL NTS NTS NTS NTS I cn Z Q J N a w O Q _ SEE SHEET 7, DETAILS 2 & 4 FOR 22 INCH PILASTER 1 U a. REBAR SCHEDULE AND DETAILS. LLJ LO 0 26" X 26" 4" THICK CONCRETE BLOCK CAP. LO U O C.0 2 COURSES ABOVE WALL 1 COURSE ABOVE WALL 3 2= O Z O Lu 22" SQUARE GREY SPLIT FACE BLOCK COLUMN. Z Li3 F31 -1/2" THICK GREY CONCRETE BLOCK CAP. U u - Z J U w I o Z Q Q Y OA a J F— m a� U CD Permit -Seal 6"X8"X16" SPLIT 6"X8"X16" SPLIT 6"X8"X16" SPLIT C) FACE BLOCK -1 FACE BLOCK FACE BLOCK�� , \-6"x8"xl 6" BLOCKS 2 g1WN'sIN ¢� ! 22" C) P4 .• i L7 A COMMUi'IITY WALL. PILASTER PLAN MEW C) 0 COWCOUNITY WALL—EL.EVATiON NTS CONSTRUCT AT 5 ENTRANCE LOCATIONS NTS Project Number: 20250054 Lr) 0 0 _ — File Name: r - cu TDM JSB TDM 01.07.20" 7 u own. Chkd. Dsan. rY.MM.DD 0i 0 -0 Drawing No. S Revision Sheet CITY RECORDS NO. 0 7 ORIGINAL SHEET -ARCH D 6 of A 11 a 0 M o� 0 0 N m rn 3 0 14 0 0 pa m / L3 DtA It LO 0 0 n U1 +' U 0 a / NOTE: NOTE: NOTE: 22" SQ. BLOCK PILASTER W/ 2 VERT INTERSECTION BARS WATERPROOF RETAINING WATERPROOF RETAINING CAP BLOCK & PILASTER 16"X12" BLOCK PILASTER W/ NOTE: 4 5 VERTS EXTEND INTO BARS, R T'- CAP BLOCK WATER () # TYP SHALL MATCH HORIZ. 2'-0" MIN PORTION OF WALL PER PORTION OF WALL PER COLOR & MATERIAL PER (4) #5 VERTS EXTEND INTO PROOFING, & BLOCK TYPE FTG & #4 TIES 0 24" O.C. WALL REINF. TYP. DETAILS HEREON. DETAILS HEREON. ARCH'L DWGS FTG & #4 TIES ® 24" O.C. A.STYP. J JPER #4 TOP BAR, TYP A.S. DWGS. GROUT FILL TW TW SEE PLAN ;,�•.: SEE PLAN _J z 6» 12" - z o 41 X _ OR 22" #4 TIES ® 24" o Q ~ : ' :: IN PILASTER, TYP J :: �' ,; 3 w z w zo �... / ° U o cn w 5 VERT ®EA = ...:> - V) f- w ~ - CLASS B 2 VERT #4016" CTR, w >- a p LAP SPLICE 00 3 4 # v m a Q v C- °- U"- BARS TYP TYP I c� N CORNER EXTEND Cr p a >- -� Wi- J w o INTO FTG &HK x ~ate a� p INTERSECTION (2 LAYERS OF REINF) CORNER p BTM (4 TOT) = w °: 0- Iz o- , #4@24", TYP �- V) d o a CLASS B 2 -0 MIN J + z #5 L VERT 0 EA CL o TYP 6 EXP TYP 6 EXP LAP SPLICE TYP ,� #4®16 OC v CORNER AS N JOINT N JOINT 1'-0 SHOWN (4 TOT) > w V- STEP EDGE OF � STEP EDGE OF � FG a a FTG AS REQ'D TRW x FG X J PILASTER FTG AS REQ'D a TRW o - PILASTER x � I I SEE PLAN � x I SEE PLAN v a DIM +2 „ IPA Q 3.0 a- w DIM +2 1 VERT 1 VERT Y SPLICE CONT SUBDRAIN PER I xa 00 Y CONT SUBDRAIN PER BAR, TYP BAR, TYP 0° DETAIL A HEREON & I _ m - v z DETAIL A HEREON & INTERSECTION ONE LAYER OF REINF CORNER _ I N WHERE OCCURS PER 0 00 0° p- N WHERE OCCURS PER = " ( ) o p CIVIL DWGS (NOT REQ'D - I i) ' ` v CIVIL DWGS (NOT REQ'D = 16"X12" CMU PILASTER TYP SECTION 3 22" SO. CMU PILASTER TYP SECTION 4 FOOTING + WALL INTERSECTIONS z I WHEN DIFF. BKFL < 12") N _ z i WHEN DIFF. BKFL < 12") = N.T.S. � N.T.S. N.T.S. TF NOTE: PILASTER ® TRENCH FTG SHOWN. PILASTER ® SPREAD FTG SIMILAR. SEE PLAN .... ��. 6 SEE PLAN d LAP LAP 1 /2" VERT STEEL PER 3" STEM 3" JOINT SEALANT BOTH TYP SECTIONS LONGIT BARS CLR SIDES AND TOP OF WALL CLR (8)#4 PLAN VIEW: LONGI LONGIT BARS HORIZ STEEL SINGLE BAR (2) #5 BAR ® INTERSECTION A.S., TYP "C" "C" A.S., TYP EXPANSION JOINT BACKER ROD AS REQ'D U.N.O. ON PLAN 2'-6" #4016" W/ STD „W„ #4016" W/ STD AT 20' OC PREMOLDED EXP JT FILLER (2) #5 CORNER U.N.O. ON PLAN HK A.S. =PILASTER + 2* C HK A.S. _ = z ALT: DIRECTION OF HOOK IN WALL -- - TERMINATE HORIZONAL STEEL, '� TO MATCH VERT WALL AT EXPANISION JOINT PLAN VIEW: REINF. it.I „ �. (2) #95 BAR ®INTFRSFCTION p A n MAX Hr=4'-O" MAX RETE WW/ SPREAD SPREAD FTG SECTION (LEVEL BACKFLU PILASTER SCHEDULE REBAR PLACEMENT DETAIL N.T.S. 7 ° : :°:... '..°`.:;: . - . FULL HEIGHT VERT -J BAR FA smF of .IT J Y m w l _ o -0 o :° N - w INTERSECTION CORNER LAP LAP NOTE:D H(MAX) Hr C W -16x12 W-22SQ » 7-4„ 2� 0„ �, 1,-0„ 3,-0" 3,-10 " 7'- 4 49-00' 1 -4 3'-8p' 4P -6n -- - TERMINATE HORIZONAL STEEL, '� TO MATCH VERT WALL AT EXPANISION JOINT PLAN VIEW: REINF. it.I „ �. (2) #95 BAR ®INTFRSFCTION Hr=2'-0" MAX RETENTION W/ SPREAD FTG SECTION (LEVEL BACKFILL) p A n MAX Hr=4'-O" MAX RETE WW/ SPREAD SPREAD FTG SECTION (LEVEL BACKFLU JOINT. EXPANSION ANT N.T.S. 6 REBAR PLACEMENT DETAIL N.T.S. 7 36" INTERSECTION CORNER TYP. BLOCK REINFORCEMENT N.T.S. 8 N.T.S. 1 NOTE: MAX DIFF. BACKFILL CAN BE IN EITHER DIRECTION. OWNER r NOTE:D 2 4d VULIIr"LL 0/-\r%,-) U.N.O. ON PLAN #11 D = 8d NOTES: 1. GROUT ALL CELLS SHOWN. IF PARTIAL GROUTING 2 1/2$11 Block 6I18" 10" 12" 16" PORTION OF WALL PER ., (2) #5 CORNER U.N.O. ON PLAN SPREAD FTG SIMILAR. PIPE INVERT SHALL BE PACED #4012 SPECIFIED, THEN FILL CELLS WITH VERT REINF DETAILS HEREON. BAR SIZE LAP AT TOP OF FOOTING WHENEVER Center 2.4 3.8 4,8 3.8 O- Ham' -8" SCREEN WALL WW/ Ham' -4" PILASTER W/ 2. FOUNDATION BONDNRFI F EAMS OTOLRF CONTINIIn[ IS RFI nw Y. — TWEXP #4 24" 5 # 30" EXTEND HOOKED BARS TO FAR SIDE OF BLOCK, TYP. OUTLET SPECIFIED ON THE LOW SIDE PER PLAN PAD. 2 CAP Edge - 5.23 7.23 � 13 Hr=2'-0" MAX RETENTION W/ SPREAD FTG SECTION (LEVEL BACKFILL) p A n MAX Hr=4'-O" MAX RETE WW/ SPREAD SPREAD FTG SECTION (LEVEL BACKFLU JOINT. EXPANSION ANT N.T.S. 6 REBAR PLACEMENT DETAIL N.T.S. 7 36" INTERSECTION CORNER TYP. BLOCK REINFORCEMENT N.T.S. 8 N.T.S. 1 NOTE: MAX DIFF. BACKFILL CAN BE IN EITHER DIRECTION. N.T.S. 2 NOTE: MAX DIFF. BACKFILL CAN BE IN EITHER DIRECTION. #3 THRU NOTE:D 2 4d 6d 4 SMMIN. #11 D = 8d WATERPROOF RETAINING 2 1/2$11 D = NOTE: 11. WHERE SUBDRAIN TRENCH FTG SHOWN. MUST PENETRATE FOUNDATION. �� : SEE NOTE PLAN • PORTION OF WALL PER MIN SPREAD FTG SIMILAR. PIPE INVERT SHALL BE PACED #4012 DETAILS HEREON. AT TOP OF FOOTING WHENEVER p J #4 TOP BAR, TYP --, ��� i ��� i N O- POSSIBLE TO ACHIEVE THE SUBDRAIN MIN MAX. COVER DIMENSIONS — TWEXP i i p + + + JOINT OUTLET SPECIFIED ON THE LOW SIDE PER PLAN PAD. 2 CAP SEE TYPE A U SEE PLAN N �` ; �` PER PROFILE SUBDRAIN---l. IN FILTER FABRIC SUPAC 6" O �� o ��o N ANDe 2" CAP PER PLAN�, 2" PVC 77 RISER 4 PVC P.O.C. TO FUTURE WALL s -- z Q U w Y a W J S H 2" PVC J I D 16" CTR, - d 24" RISER - 4" PERFORATE i €m YP 0 p PRINCIPLE REINFORCING HOOKS '. PVC ALL BACKFILL PER SOIL# J #4@24", TYP o ' #5@16" OC U 1 -4" BEND DIAMETER SCHEDULE BAR SIZE PLAN VIEW BEND DIA. #3 THRU #8 D = 6d #9 THRU #11 D = 8d #14 THRU #18 D = 10d FG TRW x STUB AREA DRAIN SYSTEM WITH 12" MIN. x J , I _ I I SEE PLAN x 2H LARGER40 THANPIPE SIZE) SLEEVE OVERLAP flj.:... 1 1 2d CLR OR 1 1 2 MIN OR (<-wMl Y SPLICE € a / / FTG REINF. NOT SHOWN P.O.C. TO FUTURE j t""""'€ .....::: CONT SUBDRAIN PER a0 MAY BE IN CONTACT IF WIRED AREA DRAIN SYSTEM i•-•_ I ' " ' `-____; ___ WATERPROOFING m I GRADE BEAM STIRRUPS FOR CLARITY. SEE TYPICAL 4 PERFORATED PVC 4" PERFORATED =' ,- #' i. -J SECTION HEREON �+� ��I�p p l� �+T 'p WALL SUBDRAIN SUBDRAIN PIPE PVC t ,� �----------------------- PER RETAINING LL -DETAIL A HEREON & �7�J�VRA S I UB . �' f�I w 0 t�-� {' � WALL SPECS °D w N WHERE OCCURS PER �j SCH. 40 OR SDR 35 1 I 0 m C. o v CIVIL DWGS (NOT REQ'D z_ d -� 1 SECTION �*; �' _ " 6 FOR FUTURE CONNECTION 11 (SLOPE ) 0.5% ON SHEET 5, Z I I I WHEN DIFF. BKFL < 12) NOTE: BEND NOT REQ'D WHERE WHERE BARS NOTE 1 1. €- TF N BARS LIE ADJACENT TO EA. OCCUR IN SAME °N SEE PLAN _ OTHER PLANE 12 FOR STEP HEIGHTS CLASS 2 PERMEABLE---, TOP OF LESS THAN OR EQUAL MATERIAL PER CALIF. t} FOOTING a O D/2 6d FOR #3 TO #5 TO 4'-0" DEPT. OF TRANS. .- _.-- � � � (FOOTING 3„ STD. SPECS. OR 3/4< , G ,:. TYPE PER STEM 12d FOR 6 TO 8 INCH CRUSHED ROCK ` (5)#4 # # #_.::.:..........T:...n....n.. -.4, ._ PLAN) CLR LONGIT BARS OR GRAVEL WITH "W/2" A.S., TYP ° LESS THAN 5% 3'-2" #4®16" W/ STD ti ��` PASSING A No. 200 << SIEVE HK A.S. ` + � + 4" MIN. CLR. ALL TYPE A AROUND 135' STIRRUP TYPE B SECTIONLOL LOL & TIE HOOK 90' STIRRUP & TIE HOOK NOTE: * MAY BE REDUCED TO 1" TIE OR STIRRUP HOOKS WHERE DIFFERENTIAL W< -A' -II" Qr`QCCAI WAI I 1A// BEND DIAMETER SCHEDULE PLAN VIEW ' SUBDRAIN ENGINEER BAR SIZE BEND DIA. #3 THRU #5 D = 4d 1#6 THRU #8 D = 6d z TF PER PLAN TF PER RECOMMENDATIONS f-•-•: WALL � N �� : SEE NOTE PLAN • Z 11J #4012 :. #1 (TYP) U O- 4" PVC Lu SEE TYPE A U F- 3' .- WALL STUB " FILTER FABRIC SUPAC ABOVE O 0 Z 4 PVC P.O.C. TO FUTURE WALL 5-P OR EQUIVALENT 7, W; € FG TRW x STUB AREA DRAIN SYSTEM WITH 12" MIN. x J , I _ I I SEE PLAN x 2H LARGER40 THANPIPE SIZE) SLEEVE OVERLAP flj.:... 1 1 2d CLR OR 1 1 2 MIN OR (<-wMl Y SPLICE € a / / FTG REINF. NOT SHOWN P.O.C. TO FUTURE j t""""'€ .....::: CONT SUBDRAIN PER a0 MAY BE IN CONTACT IF WIRED AREA DRAIN SYSTEM i•-•_ I ' " ' `-____; ___ WATERPROOFING m I GRADE BEAM STIRRUPS FOR CLARITY. SEE TYPICAL 4 PERFORATED PVC 4" PERFORATED =' ,- #' i. -J SECTION HEREON �+� ��I�p p l� �+T 'p WALL SUBDRAIN SUBDRAIN PIPE PVC t ,� �----------------------- PER RETAINING LL -DETAIL A HEREON & �7�J�VRA S I UB . �' f�I w 0 t�-� {' � WALL SPECS °D w N WHERE OCCURS PER �j SCH. 40 OR SDR 35 1 I 0 m C. o v CIVIL DWGS (NOT REQ'D z_ d -� 1 SECTION �*; �' _ " 6 FOR FUTURE CONNECTION 11 (SLOPE ) 0.5% ON SHEET 5, Z I I I WHEN DIFF. BKFL < 12) NOTE: BEND NOT REQ'D WHERE WHERE BARS NOTE 1 1. €- TF N BARS LIE ADJACENT TO EA. OCCUR IN SAME °N SEE PLAN _ OTHER PLANE 12 FOR STEP HEIGHTS CLASS 2 PERMEABLE---, TOP OF LESS THAN OR EQUAL MATERIAL PER CALIF. t} FOOTING a O D/2 6d FOR #3 TO #5 TO 4'-0" DEPT. OF TRANS. .- _.-- � � � (FOOTING 3„ STD. SPECS. OR 3/4< , G ,:. TYPE PER STEM 12d FOR 6 TO 8 INCH CRUSHED ROCK ` (5)#4 # # #_.::.:..........T:...n....n.. -.4, ._ PLAN) CLR LONGIT BARS OR GRAVEL WITH "W/2" A.S., TYP ° LESS THAN 5% 3'-2" #4®16" W/ STD ti ��` PASSING A No. 200 << SIEVE HK A.S. ` + � + 4" MIN. CLR. ALL TYPE A AROUND 135' STIRRUP TYPE B SECTIONLOL LOL & TIE HOOK 90' STIRRUP & TIE HOOK NOTE: * MAY BE REDUCED TO 1" TIE OR STIRRUP HOOKS WHERE DIFFERENTIAL W< -A' -II" Qr`QCCAI WAI I 1A// BEND DIAMETER SCHEDULE PLAN VIEW BACKFILL, D.B. < 18" so BAR SIZE BEND DIA. #3 THRU #5 D = 4d 1#6 THRU #8 D = 6d I i -'W v vvi ILL1I IFM-L- n/ NOTE: ALL BENDS SHALL BE MADE COLD Hr=4'-O" MAX RETENTION W/ SPREAD d = BAR DIAMETER FTG SECTION (LEVEL BACKFILL) 1A TYPICAL REINFORCEMENT BAR BENDS 9 FOOTING STEP DETAIL RETAINING WALL SUBDRAIN N.T.S. N.T.S. 10 N.T.S. A NOTE: MAX DIFF. BACKFILL CAN BE IN EITHER DIRECTION. ORIGINAL SHEET — ARCH D CITY RECORDS NO. Project Number: 20250054 File Name: TDM JSB TDM 01.07.2017 own. Chkd. Dsan. YY.MM.DO Drawing No. Revision Sheet 0 7 of 7 Z J � N Z 11J 0 U O- Lu LO o U F- O 0 Z z Q U w Y a W J S H m U Permit -Seal Project Number: 20250054 File Name: TDM JSB TDM 01.07.2017 own. Chkd. Dsan. YY.MM.DO Drawing No. Revision Sheet 0 7 of 7