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HomeMy WebLinkAbout1.4-7140GENERAL STRUCTURAL NOTES GENERAL A. All work shall be performed in accordance with applicable sections of the California Building Code Current Edition - 2016. FOUNDATIONS A. For allowable soil bearing values refer to the Krazon & Associates Soils Report KA No. 022-14136, Dated 7--30-14 & Geotechnical Engineering Investigation Update - CBC Seismic Design Parameters, dated 6-20-18. CONCRETE A. Materials: 1. Reinforcing: Deformed ASTM A615, Grade 60. 2. Cement: Portland Cement, Type 11, ASTM C-150. 3. Aggregate: ASTM C-33. 4. Water: Clean and Drinkable. B. Concrete Mix Design For Footings and Well Grouting: 1. Class "B" Concrete, 2500 PSI ® 28 Days. 2. 5.0 Sacks of Cement (min) per Cubic Yard. 3. 1 1/2" Aggregate (max). 4. 4" Slump kmax). C. Admixtures: Only as approved by the Engineer. MASONRY A. Materials: 1. Concrete Block Masonry Units: ASTM C-90 2. Reinforcing Materials: ASTM A615, Grade 60 deformed. 3. Admixtures: Only as approved by the Engineer. B. Mortar: 1. Strength: Type S, 1200 PSI 0 7 days and 1800 PSI ® 28 days. C. Grout: 1. Strength: 1500 PSI 0 7 days and 2500 PSI ® 28 days. 2. Concrete block masonry units shall be dry and clean before grouting operation. 3. "Wet --setting" of the first course of block will be allowed. fILI�T" d 1. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION THE CITY CONSTRUCTION INSPECTION DEPARTMENT AND THE PARKS DEPARTMENT SHALL BE GIVEN 24 HOURS NOTICE. CITY CONST. INSPECTION DEPARTMENT 326-3049 PARKS DEPARTMENT 326-3117 GENERAL NOTES 1. BLOCK TYPE: MORTARED CONCRETE BLOCK SIZE WALL: 6"x 8"x 16" & 8"x 8"x 16" COLOR: STANDARD GREY PATTERN: RUNNING BOND 2. T O F MAX M RY ALL STATIONING DATA WAS CALCULATED AT PROPERTY/ROW LINE. 19 3. HEIGHT OF WALL SHALL BE 6'-0" MIN. MEASURED FROM GROUND AT OE OVER -EXCAVATION FL HIGHEST SIDE OF WALL. FF FINISH FLOOR CL CENTERLINE 2 4. WALL IS TO BE CAPPED AS NOTED ON PLAN. GB GRADE BREAK 5. CONTRACTOR SHALL BE RESPONSIBLE FOR CLEARING & GRADING 21 HP THE AREA ALONG THE WALL LINE. FG FINISH GROUND 6. CONTRACTOR SHALL OBTAIN AND PROVIDE ALL PERMITS REQUIRED 22 BVC BY C.O.B. BUILDING DEPARTMENT AND/OR PUBLIC WORKS DEPT. EVC END VERTICAL CURVE 7. ALL SURVEYING REQUIRED SHALL BE PROVIDED INITIALLY BY TW TOP OF WALL DEVELOPER, ON A ONE TIME ONLY BASIS. ALL OTHERS WILL BE 23 CHARGED OUT ON AN HOURLY BASIS. PROPOSE PAD ELEV. ABBREVIATIONS EP LEGEND EDGE OF PAVEMENT FS FINISH SURFACE TC TOP OF CONCRETE OE OVER -EXCAVATION FL FLOWLINE FF FINISH FLOOR CL CENTERLINE FC FINISH CONCRETE ELEV ELEVATION GB GRADE BREAK ME MATCH EXISTING GRADE FP FINISH PAD HP HIGH POINT FG FINISH GROUND SF SQUARE FEET EG EXISTING GROUND BVC BEGIN VERTICAL CURVE EVC END VERTICAL CURVE POVC POINT ON VERTICAL CURVE TW TOP OF WALL - � EXISTING GROUND CONTOUR FP 367.9 PROPOSE PAD ELEV. s2 M U M as 14� PROPOSED GUTTER FLOWUNE ELEV. PROPOSED LANDSCAPE ELEV. PROPOSED FINISHED GRADE 0.3f5% DIRECTION AND PERCENT OF SLOPE -RDA -o-'; FOR DRAINAGE CURB AND GUTTER 31 EXIST. CURB AND GUTTER CENTERLINE OF STREET PROPERTY LINE / RIGHT-OF-WAY - - - - - - -- - - - PAD COMPACTION LIMITS 18' DRAIN (TYP.) - - p STORM DRAIN A" 18' DRAIN (TYP.) TYPE ' CATCH BASIN WITH 3.5' WIDE OPENING UNLESS OTHERMSE NOTED now" r r® r r- r r r� TRACT BOUNDARY _ PHASE BOUNDARY CTION LETTER ,--- -- A � sEcrION LINE ION SHEET SECTIS LOCATED CITY OF KERN COUNTY AKERSFIELD CALIFORNIA WALL I L F TRACT NO. 714' fqmgA'F' VICINITY MAP NO SCALE . ALL PROPOSED WALLS TO BE OWNED AND MAINTAINED BY THE CITY OF BAKERSFIELD O. NO PUBLIC WORKS INSPECTIONS WILL BE GIVEN FOR THE WORK IN THE UNDEDICATED ROADWAYS IN THIS PROPERTY UNTIL A SUBDIVISION PERMIT HAS BEEN OBTAINED , UNDERGROUND SERVICE ALERT SHALL BE CONTACTED TWO (2) WORKING DAYS PRIOR TO CONSTRUCTION. (1-800-612-2444). , COMPACTION TEST NOTE COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/SUBDIVIDER/CONTRACTOR. THE NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. . ANY ITEMS IN THE PUBLIC RIGHT-OF-WAY THAT ARE DAMAGED OR DO NOT MEET CURRENT STANDARDS SET BY THE PUBUC WORKS WILL REQUIRE REPAIRING AND/OR UPGRADING AS PER CITY ENGINEER. 8. BEARING SOIL SHALL BE COMPACTED O 9 A* O I UM D 24. MAXIMUM SLOPE RATIO FROM BACK OF SIDEWALK TO FACE OF WALL OR STRUCTURE SHALL BE 4:1, EXCEPT FOR DENSITY AS DETERMINED BY A.S.T.M. D-1557 TO A DEPTH OF TWO FEET BEHIND THE SIDEWALK WHERE THE MAXIMUM SLOPE SHALL BE 2X ALTERNATIVELY, THE CITY ENGINEER 12 INCHES BELOW BOTTOM OF FOOTING. MAY APPROVE CURBING BEHIND THE SIDEWALK OR OTHER METHOD TO PREVENT EROSION ONTO THE SIDEWALK. 9. WATER PROOF SURFACE WITH 1/4- THICK ASPHALTIC WATER PROOF COATING OR APPROVED EQUAL AS PER CITY STD. NO.L-8 25. SOIL HEIGHT OVER TOE OF FOOTING TO BE IGNORED FOR PASSIVE PRESSURE. SOIL HEIGHT OVER TOES SHALL NOT COAT ONLY THAT PORTION BELOW LOT PAD GRADE DOWN TO FOOTING. EXCEED HEIGHT OF RETAINING. SEE NOTE 3. ALL OTHER SURFACES ABOVE THE FOOTING SHALL BE SEALED WITH A CLEAR WATER SEAL SUCH AS "AQUA -SEAL", OR APPROVED EQUAL. 10. EXPANSION JOINTS SHALL BE CONSTRUCTED IN EACH PILASTER IN ALL WALLS, AND A MAXIMUM DISTANCE BETWEEN EXPANSION JOINTS OF 60' IN WALLS WITHOUT PILASTERS. 11. BLOCKS AND BRICKS SHALL BE SET ON GRADE, TRUE, PLUMB AND STRAIGHT. CURVES SHALL BE LAID OUT ON NO GREATER THAN 8 FOOT CHORDS. HORIZONTAL MORTAR COURSES ON BLOCK SHALL BE 1/2" 4-1/8". ALL REINFORCING STEEL SHALL BE TIED FIRMLY IN IN PLACE PRIOR TO PLACEMENT OF BLOCK. OPEN END BLOCK WILL BE ALLOWED IN GROUTED CELLS ONLY. NO BROKEN BLOCK WILL BE ALLOWED. ALL CONSTRUCTION OF NON -MODULAR PIECES SHALL BE DONE WITH SAWCUTS. 12. BLOCKS SHALL BE UNIFORM IN TEXTURE AND COLOR. 13. CONTRACTOR SHALL VERIFY LOCATION OF UTILITIES PRIOR TO COMMENCEMENT OF WORK AND NOTIFY ENGINEER IF CONFLICT WITH UTILITIES EXIST. CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRS TO DAMAGED UTILITIES CAUSED BY HIS FORCES, BUT NOT COSTS TO RELOCATE IN THE EVENT OF PROPER NOTIFICA- TION AHEAD OF THE CONSTRUCTION. 14. ALL PROPER SAFETY PRECAUTIONS, INCLUDING SHORING AND BRACING OF WALL, SHALL BE PROVIDED BY THE CONTRACTOR, ESPECIALLY IN THE EVENT THAT FULL HEIGHT GROUTING METHOD IS USED. 15. PRIOR TO INSTALLATION OF ANY SIGNAGE, SUBDIVIDER SHALL SUBMIT TWO COPIES OF SUBDIVISION IDENTIFICATION SIGN PLANS TO THE BUILDING DIRECTOR FOR REVIEW AND APPROVAL PURSUANT TO BMC SECTION 17.60.110 (N). ONE COPY OF THE SIGN PLAN SHALL ALSO BE SUBMITTED TO THE PARKS DIVISION FOR REVIEW AND APPROVAL. SIGN PLANS SHALL INCLUDE COPY, DIMENSIONS, COLOR, MATERIALS, LIGHTING, ANCHORAGE AND LOCATION OF SIGN(S). APPROVAL OF THESE WALL PLANS BY THE PUBLIC WORKS DIRECTOR DOES NOT INCLUDE APPROVAL OF ANY SIGNAGE. 16. FOOTINGS SHALL NOT EXCEED THE WIDTH SHOWN ON THE PLANS BY MORE THAN 2". ANY FORMWORK NECESSARY TO MAINTAIN THIS FOOTING WIDTH SHALL EXTEND BELOW THE FINSIHED TOP OF GRADE AT LEAST 16" OR THE DEPTH OF THE FOOTING, WHICHEVER IS LESS. 17. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPT. FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED STREET RIGHT-OF-WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT, A DEPOSIT BASED UPON AN APPROVED ENGINEER'S SHALL BE POSTED PRIOR TO ISSUANCE OF THE PERMIT. 18. ANY WORK CONNECTING TO EXISTING PUBLIC FACILITIES FROM PRIVATE PROPERTY WILL REQUIRE AN ENGINEER'S ESTIMATE FOR THE WORK IN THE EXISTING PUBLIC RIGHT-OF-WAY TO ESTABLISH THE NECESSARY DEPOSIT. r rT.il.T&W-iT.i.7W 19, INDEX OF SHEETS SHEET TITLE 1. COVER SHEET 2. BERKSHIRE ROAD 3. SPECIFICATIONS & DETAILS KEY MAP SCALE: 1" = 200' LIST OF MATERIALS BLOCK WALL LF 764 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. I AM RESPONSIBLE FOR ALL CALCULATIONS AND DRAWINGS ON THESE PLANS AND ANY ERRORS, OMISSIONS, OR VIOLATIONS OF THOSE ORDINANCES, STANDARDS AND DESIGN CRITERIA SHALL BE CORRECTED DURING CONSTRUCTION AND SUCH CORRECTIONS SHALL BE REFLECTEDON CORRECT�IDD PLANS SUBMITTED TO THE 'E CITY-ta{NEER. �-, APPROVED BY. ROGER A. MciNTOSH R.C.E. 33322 EXP. 6-30-20 7-K-45 45 DATE APPROVED BY: NICOLAS FIDLER, PUBLIC WORKS DIRECTOR DATE R.C.E. NO. 61069 EXP. 12-31-18 REVIEWED BY. STUART J. PATTERSON R.C.E. NO. 44898 EXP. 3-31-20 ASSISTANT PUBLIC WORKS DIRECTOR 7M4 DATE 12- f l ov a` A, o REVIEWED BY: TRAFFIC ENGINEER DATE i M QQ W o z >D z:�Ay P Q 9 aDW zz: N 10M z • •_ i , Y ASHE & BERKSHIRE, LLC 4927 CALLOWAY DRIVE. SUITE 101 BAKERSFIELD, CA 93312 (661)-679-6780 CIVIL ENGINEER: MCINTOSH & ASSOCIATES 2001 WHEELAN COURT BAKERSFIELD, CA 93309 CONTACT PERSON - ROGER MCINTOSH (661) 834-4814 BENCHMARK: TOP OF CONCRETE MONUMENT IN LAMPHOLE AT THE CENTERLINE INTERSECTION OF McCUTCHEN ROAD AND MOUNTAIN RIDGE DRIVE. ELEVATION = 350.76' (U.S.G.S. DATUM) PER TRACT NO. 6332 PH. 1 MON. ELEVATION MAP BASIS OF BEARINGS: THE BEARING OF N 89'01'11" W SHOWN FOR THE SOUTH LINE OF THE SOUTHWEST QUARTER OF SECTION 27, T. 30 S., R. 27 E. PER TRACT NO. 6332 FILED IN BOOK 57 OF MAPS, PAGE 57 IN THE OFFICE OF THE KERN COUNTY SURVEYOR WAS USED AS THE BASIS OF BEARINGS SHOWN HEREON. Know what's below. Call before you dig. d a 11 ;i MML MAW 1` 1 s2 M U M as C _ -RDA -o-'; 31 � 30 � 28 27 26 sn » I - - tx�n I 1 2 3 4 5 8 a- � 'PAREit) t,. D N I Ce <Z Z 22 21 20 19 37 39 40 41 42 19, INDEX OF SHEETS SHEET TITLE 1. COVER SHEET 2. BERKSHIRE ROAD 3. SPECIFICATIONS & DETAILS KEY MAP SCALE: 1" = 200' LIST OF MATERIALS BLOCK WALL LF 764 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. I AM RESPONSIBLE FOR ALL CALCULATIONS AND DRAWINGS ON THESE PLANS AND ANY ERRORS, OMISSIONS, OR VIOLATIONS OF THOSE ORDINANCES, STANDARDS AND DESIGN CRITERIA SHALL BE CORRECTED DURING CONSTRUCTION AND SUCH CORRECTIONS SHALL BE REFLECTEDON CORRECT�IDD PLANS SUBMITTED TO THE 'E CITY-ta{NEER. �-, APPROVED BY. ROGER A. MciNTOSH R.C.E. 33322 EXP. 6-30-20 7-K-45 45 DATE APPROVED BY: NICOLAS FIDLER, PUBLIC WORKS DIRECTOR DATE R.C.E. NO. 61069 EXP. 12-31-18 REVIEWED BY. STUART J. PATTERSON R.C.E. NO. 44898 EXP. 3-31-20 ASSISTANT PUBLIC WORKS DIRECTOR 7M4 DATE 12- f l ov a` A, o REVIEWED BY: TRAFFIC ENGINEER DATE i M QQ W o z >D z:�Ay P Q 9 aDW zz: N 10M z • •_ i , Y ASHE & BERKSHIRE, LLC 4927 CALLOWAY DRIVE. SUITE 101 BAKERSFIELD, CA 93312 (661)-679-6780 CIVIL ENGINEER: MCINTOSH & ASSOCIATES 2001 WHEELAN COURT BAKERSFIELD, CA 93309 CONTACT PERSON - ROGER MCINTOSH (661) 834-4814 BENCHMARK: TOP OF CONCRETE MONUMENT IN LAMPHOLE AT THE CENTERLINE INTERSECTION OF McCUTCHEN ROAD AND MOUNTAIN RIDGE DRIVE. ELEVATION = 350.76' (U.S.G.S. DATUM) PER TRACT NO. 6332 PH. 1 MON. ELEVATION MAP BASIS OF BEARINGS: THE BEARING OF N 89'01'11" W SHOWN FOR THE SOUTH LINE OF THE SOUTHWEST QUARTER OF SECTION 27, T. 30 S., R. 27 E. PER TRACT NO. 6332 FILED IN BOOK 57 OF MAPS, PAGE 57 IN THE OFFICE OF THE KERN COUNTY SURVEYOR WAS USED AS THE BASIS OF BEARINGS SHOWN HEREON. Know what's below. Call before you dig. d a 11 TRACT BOUNDARY I _ 10+ STA. 10+00.00 C.L. 11+0D i 112+r89'03�# 7- T_ A/I F/L 3Y M191!I ( �L-1 V/ rF/L alrr. wrijai L.L. VILMMKt UNI = STA. 20+36.95 C.L. DULBECCO ST CNT 13+00 14+00 *#}00 LINE OF 7T _ NE OF SIGHT 650' LENGTH I S 21.5 Ic 9` 354.6 LS _ _ R/W _ _ SW 03' 36"E L3 �l r L4 373.50 S89' 03' 3fi"E ,. ELEVATION GB GRADE BREAK N tb\ 7ig MATCH EXISTING GRADE 376 376 FINISH PAD HP HIGH POINT FG FINISH GROUND SF roM EG 2' WALL FOOTING EASEMENT BEEN VERTICAL CURVE EVC END VERTICAL CURVE POVC TO BE DEDICATED WITH FINAL MAP TW TOP OF WALL 374 ! 3.5' LANDSCAPE & P.U.E LOT M� .9 ; — TO BE DEDICATED WITH FINAL MAP 374 374 w C) z L6 00 W� CD po 3 z^^ DRILL ISLAND W mvsW 3 FA TRACT BOUNDARY STA. 18+01.57 C.L. 4300e 6+00 17+00 8+00 F =650 -- — -- _ 78 Ic _ _35g•9 LS R _ _357_1 �S _ 357.1 LS P ` s3 T1,11 �—� ----_-- �^ g P/L— 4- mN yy 3.5 LANDSCAPE & P.U.E. LOT 2' WALL FOOTING EASEMENT o TO BE DEDICATED VATH FINAL MAP TO BE DEDICATED a WITH FINAL MAP 2 JJ 3 4 z co moa Z5NN a + N a, BORELLI AVENUE 12 BERKSHIRE ROAD STA. 10+00.00 C.L. TO 18+01.57 C.L. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 376 LENGTH BEARING L1 315.06 -- — 37.48 SW 03' 36"E L3 �l r L4 373.50 S89' 03' 3fi"E ELEV ELEVATION GB GRADE BREAK M£ MATCH EXISTING GRADE 376 376 FINISH PAD HP HIGH POINT FG FINISH GROUND SF roM EG EXISTING GROUND BVC BEEN VERTICAL CURVE EVC END VERTICAL CURVE POVC POINT ON VERTICAL CURVE TW TOP OF WALL 3 FA TRACT BOUNDARY STA. 18+01.57 C.L. 4300e 6+00 17+00 8+00 F =650 -- — -- _ 78 Ic _ _35g•9 LS R _ _357_1 �S _ 357.1 LS P ` s3 T1,11 �—� ----_-- �^ g P/L— 4- mN yy 3.5 LANDSCAPE & P.U.E. LOT 2' WALL FOOTING EASEMENT o TO BE DEDICATED VATH FINAL MAP TO BE DEDICATED a WITH FINAL MAP 2 JJ 3 4 z co moa Z5NN a + N a, BORELLI AVENUE 12 BERKSHIRE ROAD STA. 10+00.00 C.L. TO 18+01.57 C.L. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 3 IN rm 6 7 4 0+0 co ^ r �Nt~n a 0 3.5' LANDSCAPE & P.U.E LOT TO BE DEDICATED VATH FINAL MAP % �e 7 FOOTING EASEMENT �"-- TO BE DEDICATED TITIN FINAL WAP BLOCK WALL \ .1 MIN. PROPOSED CURB & GUTTER 4 4:1 MAX.. \,-PROPOSED Di COMMATION SIDEWALK A SECTION 2 BERKSHIRE ROAD STA. 10+00.00 TO STA. 13+41.57 N.T.S. 3.5' LANDSCAPE & P.U.E. LOT TO BE DEDICATED VATH FINAL MAP I I PAD LIMITS o t r M07M EASEMENT �) TO BE DEDICATED WIN FINAL MAP 9 8 m BLOCK WALL � 1 2.0X 2� , FINISHED PAD 376 LENGTH BEARING L1 315.06 -- — 37.48 SW 03' 36"E L3 37.48 N45' 56' 24"E L4 373.50 S89' 03' 3fi"E ELEV ELEVATION GB GRADE BREAK M£ MATCH EXISTING GRADE 376 376 FINISH PAD HP HIGH POINT FG FINISH GROUND SF roM EG EXISTING GROUND BVC BEEN VERTICAL CURVE EVC END VERTICAL CURVE POVC POINT ON VERTICAL CURVE TW TOP OF WALL 374 ! M� ; — 374 374 w W� 3 U-28-- 0 372 — a a O NN} +tfj 372 372 3 Ww a^ 370 o NN 370 370 a- 20,20 368 368 aT �No' a�m� mi'r 368 m Uc~i> to °h° '�. vv~i �W_ � m_ 366E g �$ ao �S to �o �o In Q a� °�� 4 4 d Q 366 366 aM a� �� �0) NN � . 0m �� + 364 364 ^ o -3 ci d N ^ ^ cis ^ a ^ ^ 0- N g a �T o. M n. ^ a <- 0 364 362 A ia• -� -S 15362 -i 73 ►a- -3 -� v! a GUN 'Q 362 i 360 =74= 360 360 E I R T�) 358 TTDI' m OF -F n FOOTING FI 0WINEJ FOOTING 358 358 j LOWLINE FINISHED (MADE T SIDE I LANDSCAPE GRADE 356 FINISHED GRADE 356 356 354 T ST tANDSC E (MADE 354 354 _ _ _ — — OSCAPE ADE TOPOF _ FOOTINGFLOWLINE 4 a .� ui tri 352 ui cc M M t�M M 352 352 pig fft M j DSCAPE (RADE > w zo > w zo 350 w w 350 w W w w FINN ED GRADE w 350 DRII L ISLAND R141SHED ADE t.- � 0 O -) M a0 + d + p 348 gj O�iO�i + J + a �^+ 348 348 W+ 00 �W HFa- 346 FV; m iK•'t- U') V) to N z)� to N d to 346 346 tem k- to iq-1¢ to t/) to z t in 373.50' I WALL SECTIO 2 WA SEC ON 1 344 W SE SHEET 3 >. S E SHEET 3 344 344 f W j W 342 0 - 342 0 342 - O Z toto M r J 340 - 340 340 W1 cn a W N 338 338 338 336 15'06 37.48' 336 336 WALL SECTIO 1 WALL SECTIO 2 SEE SHEET SEE SHEET 3 334 334 334 10+00 11 +00 12+00 13+00 14+00 3 IN rm 6 7 4 0+0 co ^ r �Nt~n a 0 3.5' LANDSCAPE & P.U.E LOT TO BE DEDICATED VATH FINAL MAP % �e 7 FOOTING EASEMENT �"-- TO BE DEDICATED TITIN FINAL WAP BLOCK WALL \ .1 MIN. PROPOSED CURB & GUTTER 4 4:1 MAX.. \,-PROPOSED Di COMMATION SIDEWALK A SECTION 2 BERKSHIRE ROAD STA. 10+00.00 TO STA. 13+41.57 N.T.S. 3.5' LANDSCAPE & P.U.E. LOT TO BE DEDICATED VATH FINAL MAP I I PAD LIMITS o t r M07M EASEMENT �) TO BE DEDICATED WIN FINAL MAP 9 8 m BLOCK WALL � 1 2.0X 2� , FINISHED PAD iLIt+Z+� M1111 iMilo] 17+00 376 374 372 370 368 366 364 362 360 358 356 354 352 350 348 346 344 342 340 338 336 334 18+00 18+50 \11 MAX. PROPOSED CURB do GUTTERJ PROPOSED 6' COMBINATION SIDEWALK a SEC110N 2 BERKSHIRE ROAD STA. 14+01.57 TO STA. 18+01.57 N.T.S. Line Table LINE # LENGTH BEARING L1 315.06 S89' 03' 36"E L2 37.48 SW 03' 36"E L3 37.48 N45' 56' 24"E L4 373.50 S89' 03' 3fi"E ELEV ELEVATION GB GRADE BREAK M£ MATCH EXISTING GRADE FP FINISH PAD HP HIGH POINT FG FINISH GROUND SF roM EG EXISTING GROUND BVC BEEN VERTICAL CURVE EVC END VERTICAL CURVE POVC POINT ON VERTICAL CURVE TW TOP OF WALL ! M� w W� 3 U-28-- 0 a O NN} +tfj a^ �No' a�m� mi'r m Uc~i> to °h° '�. vv~i �W_ � m_ fin_ h UCo— to ,�)j�© a In Q a¢ 4 4 d Q a c5 �T i =74= T�) OF TTDI' OF -F FOOTING FI 0WINEJ FOOTING LOWLINE FINISHED (MADE T SIDE LANDSCAPE GRADE FINISHED GRADE T ST tANDSC E (MADE LOT DE/ OSCAPE ADE _ e•i a .� ui tri ui,n ui cc M M t�M M pig fft M j > w zo > w zo w w o w W w w w t.- � 0 O M a0 + d + p + + gj O�iO�i + J + �^+ W+ 00 �W HFa- FV; m iK•'t- U') V) to N z)� to N d to F-- N tem k- to iq-1¢ to t/) z t 37.4$' 373.50' I WALL SECTIO 2 WA SEC ON 1 SE SHEET 3 S E SHEET 3 f iLIt+Z+� M1111 iMilo] 17+00 376 374 372 370 368 366 364 362 360 358 356 354 352 350 348 346 344 342 340 338 336 334 18+00 18+50 \11 MAX. PROPOSED CURB do GUTTERJ PROPOSED 6' COMBINATION SIDEWALK a SEC110N 2 BERKSHIRE ROAD STA. 14+01.57 TO STA. 18+01.57 N.T.S. Line Table LINE # LENGTH BEARING L1 315.06 S89' 03' 36"E L2 37.48 SW 03' 36"E L3 37.48 N45' 56' 24"E L4 373.50 S89' 03' 3fi"E ABBREVIATIONS EP LEGEND EDGE OF PAVEMENT FS FINISH SURFACE TC TOP OF CONCRETE OE OVER -EXCAVATION FL FLOYAINE FF FINISH FLOOR CL CENTERLINE FC FINISH CONCRETE ELEV ELEVATION GB GRADE BREAK M£ MATCH EXISTING GRADE FP FINISH PAD HP HIGH POINT FG FINISH GROUND SF SQUARE FEET EG EXISTING GROUND BVC BEEN VERTICAL CURVE EVC END VERTICAL CURVE POVC POINT ON VERTICAL CURVE TW TOP OF WALL Know what's below. Call before you dig. anmmi 3"x2J"x7j"- RED BRICK CAP 3rxj"x7 " RED BRICK VENEER #5 CONT. BOND BEAM (12" FROM THE TOP) 48" MAX SPACING (TYP.) GROUT SOLID ALL CAVITIES 6"x8"x16" CONCRETE BLOCK -� #5 CONT. BOND BEAM (AT MID HEIGHT) ---^' 48" MAX. SPACING (TYP.) /.- STREET,_SIDE 2% LANDSCAPE GRADE VARIES (VMIN.) PROPERTY LINE 2' FOOTING EASEMENT TO BE DEDICATED WITH FINAL MAP LOT SIDE --� +F "L" BAR AT 32" O.C. r (CENTERED IN WALL) 24" MIN. LAP SPLICE I SEALANT TO BE APPLIED / BY WALL CONTRACTOR FIRST COURSE TO CONSIST OF UNMORTARED HEAD JOINTS TO ALLOW FOR DRAINAGE 8" MAX. (6'-8') 16" MAX. (7'-4") 3"x 3"x 3" CONCRETE BLOCK CHAIRS SHALL BE USED TO PLACE FOOTING RE -BAR WALL SECTION 1 N.T.S. 12" GOLD STAINLESS STEEL LETTERS WITH DEVELOPMENT NAME 3 1/2"x 2 3/16"x 7 1/2' RED BRICK (BRUSH SCRIPT MT) 1 ---'RED BRICK CAP 3 "x2 j"x7� - RED BRICK CAP 3txj"x7t RED BRICK VENEER LANDSCAPE GRADE VARIES (6 -MIN.) 3 1/2 " x 2 3/16"x 7 1/2" RED BRICK WITH WHITE MORTAR TO MATCH WALL 3"x3"x3" CONCRETE BLOCK CHAIRS SHALL BE USED TO PLACE FOOTING REBAR 9 PROPERTY LINE 2' FOOTING EASEMENT TO BE DEDICATED WITH FINAL MAP LOT SIDE —� 1 14 "L" BAR AT 8" O.C. �-- (CENTERED IN WALL) 24" MIN. LAP SPLICE I SEALANT TO BE APPLIED BY WALL CONTRACTOR FIRST COURSE TO CONSIST OF UNMORTARED HEAD JOINTS TO ALLOW FOR DRAINAGE 16" MAX. (7'-4") 5 EA. #4 BAR 0 8.5" O.C. n,Fl n n #4 BAR 0 8" O.C. WALL SECTION 2 N.T.S. RED BRICK SINGLE BULL NOSE #5 CONT: BOND BEAM O M 0 (1t FROM THE 0W<1— 49 00 48" MAX SPACING (TYP.) W M GROUT SOLD ALL CAVITIES 02,00 a 6"x8"x16" CONCRETE BLOCK —. °w a #5 CONT. BOND BEAM Q J ( FACE CONC. BLOCK (AT MID HEIGHT) -----' � LU 48" MAX. SPACING (TV.) CD at t- °cn SEALANT TO BE APPLIED �`'`� 00 ifl _ >c- /.-- STREET SIDE --�� LANDSCAPE GRADE VARIES (6 -MIN.) 3 1/2 " x 2 3/16"x 7 1/2" RED BRICK WITH WHITE MORTAR TO MATCH WALL 3"x3"x3" CONCRETE BLOCK CHAIRS SHALL BE USED TO PLACE FOOTING REBAR 9 PROPERTY LINE 2' FOOTING EASEMENT TO BE DEDICATED WITH FINAL MAP LOT SIDE —� 1 14 "L" BAR AT 8" O.C. �-- (CENTERED IN WALL) 24" MIN. LAP SPLICE I SEALANT TO BE APPLIED BY WALL CONTRACTOR FIRST COURSE TO CONSIST OF UNMORTARED HEAD JOINTS TO ALLOW FOR DRAINAGE 16" MAX. (7'-4") 5 EA. #4 BAR 0 8.5" O.C. n,Fl n n #4 BAR 0 8" O.C. WALL SECTION 2 N.T.S. LOT SI PROPERTI Z � � 0 N 0 3 1/2"x 2 3/16"x 7 1/2" _z RED BRICK WITH WHITE MORTAR Uj Uj W z z 3 5/8"x 7/16"x 7 5/8" RED H BRICK VENEER WITH WHITE MORTAR r �.--- STREET SIDE ---� n 6"x 8"x 16" z CONCRETE BLOCK _ SECTION B N.T.S 3 STUCCO) TRACT 7140 A " 3 1/2"x 2 3/16"x 7 1/2" RED BRICK L ` ED BRICK TRIM 6 _2 7'-4r WITH WHITE MORTAR FT 3 5/8"x 7/16"x 7 5/8" RED BRIC SOILDER COURSE RAISED STUCCO PLANTER ELEVATION OF SIGN PLANTER BERKSHIRE RD. & DULBECCO ST. 6" CONC. BLOCK (LOWER COURSES) 8" CONC. BLOCK (UPPER COURSES) 2'- PLAN VIEW OF PLANTER AT BERKSHIRE RD. @ DULBECCO ST. N.T.S INSTALLATION REQUIREMENTS: STAINLESS STEEL WALL ANCHORS (1/4 X 2 1/2) MIN. MOUNTED TOP AND BOTTOM EVERY 6 INCHES FLUSH TO THE WALL WITH EPDXY AND SHALL HAVE NO VOIDS BETWEEN SINAGE AND WALL. 3Fx11 Fx2i"SINGLE BULL NOSE ON RED" r r BRICK W/ WHITE MORTAR (SEE WALL SECTION 3) t (SEE WALL SECTION 1 AND 2) t o PLANTER r cV WATERPROOF SEAL SECTION D N. TS 3 16" x 8" x 16 CONC. BLOCK #4 "L" BAR 0 EA. CORNER 0 PILASTER 4" x 8"x 16" CONC. BLOCK W/#4 1" BAR EACH CELL 2 PILASTER 3 5/8"x 0 7/16"x 7 5/8" RED BRICK VENEER ON STREET SIDE 1 r EXPANSION JOINT WITH CLOSED END BLOCK AT EXPANSION JOINT, TERMINATE BOND BEAM STEEL #5 BAR CONTINOUS 3 1/2"x 2 3/16"x 7 1/2" RED BRICK VENEER ANCHOR TIES TO CONC. 6"x 8"x 16" MORTARED CONCRETE BLOCK 6"x 8"x 16" CONCRETE BLOCK TYPICAL WALL ELEVATION — ALL STREETS NOT TO SCALE SECTION A N.T.S 3 3 r x 4' x 7 r RED BRICK VENEER WITH WHITE MORTAR 3 1/2"x 2 3/16"x 7 1/2" RED BRICK WITH WHITE MORTAR 3 f x 2 j" x 7 f RED BRICK CAP WITH WHITE MORTAR Know what's below. Cal before you dig. 1.4-7140 CITY RECORDS NO: rn RED BRICK SINGLE BULL NOSE O M 0 ON 3 �x2 JN7 � RED BRICK 0W<1— 49 00 to 3�xA"x7� M � 02,00 RED BRICK VENEER �C^ W 8"x8"x16" SMOOTH C W "L" BAR 32" O.C. Q J ( FACE CONC. BLOCK o (CENTERED IN WALL) I- CD at t- °cn SEALANT TO BE APPLIED �`'`� 10 to _ >c- BY WALL CONTRACTOR SEALANT TO BE APPLIED O ;r w STUCCO to BY WALL CONTRACTOR Li U #5 (ONT. BOND BEAM Vx8"x16" SMOOTH N ~ N W (AT MID HEIGHT) FACE CONC. BLOCK Q 0 m LANDSCAPE GRADE 5" O — VARIES (6" MIN) m o Y� OD 1 1� 2 - #4 CONT. REBAR cj 0(n C L` iI4 BAR 0 32" O.C. 3" 3"x3°x3" CONCRETE BLOCK 16" CHAIRS SHALL BE USED TO PLACE FOOTING REBAR WALL SECTION 3 PLANTER N.T.S LOT SI PROPERTI Z � � 0 N 0 3 1/2"x 2 3/16"x 7 1/2" _z RED BRICK WITH WHITE MORTAR Uj Uj W z z 3 5/8"x 7/16"x 7 5/8" RED H BRICK VENEER WITH WHITE MORTAR r �.--- STREET SIDE ---� n 6"x 8"x 16" z CONCRETE BLOCK _ SECTION B N.T.S 3 STUCCO) TRACT 7140 A " 3 1/2"x 2 3/16"x 7 1/2" RED BRICK L ` ED BRICK TRIM 6 _2 7'-4r WITH WHITE MORTAR FT 3 5/8"x 7/16"x 7 5/8" RED BRIC SOILDER COURSE RAISED STUCCO PLANTER ELEVATION OF SIGN PLANTER BERKSHIRE RD. & DULBECCO ST. 6" CONC. BLOCK (LOWER COURSES) 8" CONC. BLOCK (UPPER COURSES) 2'- PLAN VIEW OF PLANTER AT BERKSHIRE RD. @ DULBECCO ST. N.T.S INSTALLATION REQUIREMENTS: STAINLESS STEEL WALL ANCHORS (1/4 X 2 1/2) MIN. MOUNTED TOP AND BOTTOM EVERY 6 INCHES FLUSH TO THE WALL WITH EPDXY AND SHALL HAVE NO VOIDS BETWEEN SINAGE AND WALL. 3Fx11 Fx2i"SINGLE BULL NOSE ON RED" r r BRICK W/ WHITE MORTAR (SEE WALL SECTION 3) t (SEE WALL SECTION 1 AND 2) t o PLANTER r cV WATERPROOF SEAL SECTION D N. TS 3 16" x 8" x 16 CONC. BLOCK #4 "L" BAR 0 EA. CORNER 0 PILASTER 4" x 8"x 16" CONC. BLOCK W/#4 1" BAR EACH CELL 2 PILASTER 3 5/8"x 0 7/16"x 7 5/8" RED BRICK VENEER ON STREET SIDE 1 r EXPANSION JOINT WITH CLOSED END BLOCK AT EXPANSION JOINT, TERMINATE BOND BEAM STEEL #5 BAR CONTINOUS 3 1/2"x 2 3/16"x 7 1/2" RED BRICK VENEER ANCHOR TIES TO CONC. 6"x 8"x 16" MORTARED CONCRETE BLOCK 6"x 8"x 16" CONCRETE BLOCK TYPICAL WALL ELEVATION — ALL STREETS NOT TO SCALE SECTION A N.T.S 3 3 r x 4' x 7 r RED BRICK VENEER WITH WHITE MORTAR 3 1/2"x 2 3/16"x 7 1/2" RED BRICK WITH WHITE MORTAR 3 f x 2 j" x 7 f RED BRICK CAP WITH WHITE MORTAR Know what's below. Cal before you dig. 1.4-7140 CITY RECORDS NO: rn CID O M 0 Q� 1 0W<1— 49 00 to � Q tt M � 02,00 r �C^ W o o = Z UQ Q J ( o wv� I- C. o it3 J 'S W a' Co, Q to N W m Q � e m o Y� OD 1 1� cj 0(n C L` of 0d1� CID J r Q� 1 0W<1— 49 4 W 0 .� 'C UrxZ oc °' 0 Z W p Y �C^ W Z 0 In G z Z UQ W cc V. I- C. o it3 J a' CID J r Q� 1 0W<1— 49 4 W 0 .� 'C UrxZ oc °' 0 Z W p Y �C^ W Z 0 In G z Z UQ W cc V. I- C. o it3 J a'