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HomeMy WebLinkAbout1.4-6825GENERAL STRUCTURAL NOTES GENERAL A. All work shall be performed in accordance with applicable sections of the California Building Code Current Edition FOUNDATIONS A. For allowable soil bearing values refer to the Krazon & Associates Soils Report KA No. 022- 13108, Dated 9- 06 -13. CONCRETE A. Materials: 1. Reinforcing: Deformed ASTM A615, Grade 60. 2. Cement: Portland Cement, Type II, 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. 11/2" /2" Aggregate (max). 4. 4" Slump (max). 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 40 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. Grou t: 1. Strength: 1500 PSI © 7 days and 2500 PSI 0 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. NOTES 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 CONTT. INSPECTION DEPARTMENT 326 -3049 PARKS DEPARTMENT 326 -3117 GENERAL NOTES 1. BLOCK TYPE: MORTARED CONCRETE BLOCK SIZE WALL: 6 "x 8 "x 16" COLOR: STANDARD GREY PATTERN: RUNNING BOND CAP: AS SHOWN 2. ALL STATIONING DATA WAS CALCULATED AT PROPERTY /ROW LINE. 3. HEIGHT OF WALL SHALL BE 6' -0" MIN. MEASURED FROM GROUND AT HIGHEST SIDE OF WALL. 4. WALL IS TO BE CAPPED AS NOTED ON PLAN. 5. CONTRACTOR SHALL BE RESPONSIBLE FOR CLEARING & GRADING THE AREA ALONG THE WALL LINE. 6. CONTRACTOR SHALL OBTAIN AND PROVIDE ALL PERMITS REQUIRED BY C.O.B. BUILDING DEPARTMENT AND /OR PUBLIC WORKS DEPT. 7. ALL SURVEYING REQUIRED SHALL BE PROVIDED INITIALLY BY DEVELOPER, ON A ONE TIME ONLY BASIS. ALL OTHERS WILL BE CHARGED OUT ON AN HOURLY BASIS. S. BEARING SOIL SHALL BE COMPACTED TO 90% OF MAXIMUM DRY DENSITY AS DETERMINED BY A.S.T.M. D -1557 TO A DEPTH OF 12 INCHES BELOW BOTTOM OF FOOTING. 9. WATER PROOF SURFACE WITH 1/4" THICK ASPHALTIC WATER PROOF COATING OR APPROVED EQUAL AS PER CITY STD. NO.L -8 COAT ONLY THAT PORTION BELOW LOT PAD GRADE DOWN TO FOOTING. 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" =1=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. DIG M AMT Call: TOLL FREE 1- 800 -227 -2600 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA RETENTION BASIN 1 1 I I PARK LOT I 31 I <I I � WIa l CL CITY OF KERN COUNTY BAKERSFIELD CALIFORNIA WALL CONSTRUCTION PLANS FOR TRACT NO. 6825 I I I I 1 i i i i 21 I 20 1 19 1 18 1 17 1 16 1 15 1 14 1 13 I 12 I 11 I I I I I I I I I 1 I I I I I I I I I I I I I 1 I I _ _ _ - - EVANSBURG AVENUE 10 / i 9 LEGEND: ABBREVIATIONS FL FLOWUNE CL CENTERLINE FG FINISHED GRADE LS LANDSCAPE ELEV ELEVATION PCC POINT OF COMPOUND CURVATURE PI POINT OF INTERSECTION EC END VERTICAL CURVE BC BEGIN CURVE W1 WALL SECTION PROPOSED WALL SECTION LETTER ,- -- -- - A +I SECTION LETTER 8 A SECTION ,I DESCRIPTION �I EET SECTION IS CALLED OUT ° J JI I 7 ❑ O � _ W LOT SIDE -� #4 "L" BAR AT 24" O.C. a X I 6 (CENTERED IN WALL) " o °I I � �tCONY. IN BOND BEAM - �0- W I J 2" FROM TOP OF WALL) I I 5 GROUT SOLID ALL CAVITIES- = ° W ° 6 "x 8 "x 16' CONCRETE BLOCK - I J - - _ _ _ _ _ nLUnuRA _ UNIVE - - - _ _ _ -- #5 CONT. IN BOND BEAM - 1 (AT MID HEIGHT) I r----- I--------- T - --I -- T- - 4 I I I STREET SIDE 1i 42 f I I 43 1 I I 44 I I I 45 I I I I -46 I I I I 4�7 I I I 48 I I I 49 I � I I 50 I I I 5�1 I I I 52 � I I I � 53 , I -- 5 4 ' I1 I I I I I 3 _ I i M •- 2% LANDSCAPE GRADE CD VARIES (6" MIN) I 1 J N FOGRTY WAY m t L 3 1 1 1 1 1 1 1 (j 30 29 I 28 I 27 26 25 24 23 22 21 20 19 55 I 3'x 3"x 3" CONCRETE BLOCK 1 SECTION LINE SHEET SECTION IS LOCATED 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 THOS DINANCES, STANDARDS AND ESIGN CRITERIA SHALL BE CORRECTED DURINQr �ONSTRUCTION. BY: OGER A. McINTOSH R.C.E. 33322 DATE EXP. 6 -30 -16 APPROVED BY: `�& -e F: DER, PUBLIC WORKS DIRECTOR DATE R.C.E. NO. 61069 EXP. 44--3+�r,- (JTCOI -pIS REVIEWED BY: ASSISTANT PUBLIC WORKS DIRECTOR DATE REVIEWED BY: TRAFFIC ENGINEER DATE LOT SIDE -� _ s v w J W 0 LOT SIDE -� #4 "L" BAR AT 24" O.C. a X x <� M (CENTERED IN WALL) " o < M cc cc �0- W I J _ _ ^ S2 O < WHITE LN = ° W SEALANT TO BE APPLIED I BY WALL CONTRACTOR EE t ° < io x N 11" > #4 BAR 0 18" O.C. 3 EA. #4 BAR CONTINUOUS I I I I CHAIRS SHALL BE USED TO 32" I I I I 2 , PLACE FOOTING RE -BAR I I I I I I I p I 4 1 I I I I I PHASE 2 -_ 0- WALL SECTION 1 I------ J------- ---� -- -1 ---------- 1 - --� -- N.T.S. -' -� -_ _ _ _ _ BISCAYANE -DRIVE _ - - - _ - - I I __1 _ �I I -2 - 9 t I CONT. IN BOND BEAM I � 12" FROM TOP OF WALL ) 6 7 8 9 10 12 13 14 1 15 1 16 1 17 18 23 I 6 "x 8% 16" CONCRETE BLOC K - - � W 21 c < - ' #5 CONT. IN BOND BEAM GROUT SOLID ALL CAVITIES - - I I I I j I I I I I, 1 20 r (AT MID HEIGHT) ° W I 36 35 34 33 32 31 30 29 28 1 27 1 26 I 25 1 24 1 Iae I I I I cc I I I I I I I I 2 > y I I I I 1 1 1 > I I ► I I I I PHASE 3 1 ► 1 I 19 cc �- STREET SIDE - -L_ _ _ i- - - -J- - - --L - - 1- - L 8"x 8 "x 16" CONCRETE BLOCK - POCOHONTAS LANE - - - - -� -- J t 2% 3 - - - - - - - - - _ _ _ - LAND -- -- -- -- -- - c ( VARESSC(6E GRADE" M 15 I I I I I I I I I I I 1 I I 1 I 1 1 I 4 I 5 I 6 I 7 I 8 I 9 I 15 16 1 I 10 1 11 12 13 14 I " . I I I I I I I I 17 �� CHAIRS SHALL BEMUSED TO 1 1 I I I I I 1 I I 1 PLACE FOOTING RE -BAR I I I El I I I I I I I a I I I LOT SIDE -� f #4 "VERY" BAR AT 32" O.C. (CENTERED IN WALL) (24" MIN. LAP SPLICE) ---NEATLY GROUT CAVITY #5 "L" BAR AT 16" 0/C - CENTERED IN BLOCK) EXTEND 30" ABOVE FOOTING) �- SEALANT TO BE APPLIED 16" Y WALL CONTRACTOR R BAR 0 18" O.C. 3 EA. #4 BAR CONTINUOUS WALL SECTION 3 PROPOSED BLOCK WALL - BERKSHIRE ROAD VICINITY MAP N.T.S. EIDENOTES SHEET NUMBER FOR WALL KEY MAP SCALE: 1"=100' LIST OF MATERIALS BLOCK WALL LF 2,419' Q SHEET NO. INDEX SHEET TI TLE 1. COVER SHEET 2. BERKSHIRE ROAD 3. OLD RIVER ROAD BASIS OF BEARINGS: THE BEARING OF N. 89'06'48" W. SHOWN FOR THE NORTH LINE OF THE NORTHEAST QUARTER OF SECTION 30, T. 30S., R. 27E. ON K.C.S. FILED MAP NO. 7 -1 BK. 6, PG. 26 IN THE OFFICE OF THE KERN COUNTY SURVEYOR WAS USED AS THE BASIS OF BEARINGS SHOWN HEREON. BENCHMARK USED: TOP OF CONCRETE MONUMENT IN LAMPHOLE AT THE INTERSECTION OF OLD RIVER ROAD AND BERKSHIRE ROAD ELEVATION = 346.42' (USGS DATUM) LEGAL DESCRIPTION: LOTS 15 AND 16 OF SECTION 30, TOWNSHIP 30 SOUTH, RANGE 27 EAST, M.D.M., CITY OF BAKERSFIELD, COUNTY OF KERN, STATE OF CALIFORNIA, ACCORDING TO THE SALES MAP OF LANDS OF THE KERN COUNTY LAND COMPANY FILED JANUARY 22, 1892. N.T.S. CONT. IN BOND BEAM 12" FROM TOP OF WALL) 6"x 8"x 16" CONCRETE BLOCK GROUT SOLID ALL CAVITIES - #5 CONY. IN BOND BEAM (AT MID HEIGHT) ,�- STREET SIDE 8"x 8% 16" CONCRETE BLOCK - 2% LANDSCAPE GRADE -4 1 VARIES (6" MIN) M 3"x 3 "x 3" CONCRETE BLOCK CHAIRS SHALL BE USED TO PLACE FOOTING RE -BAR I a W 1* 3 rn s #4 "VERT" BAR AT 32" O.C. (CENTERED IN WALL) (48" MIN. LAP SPLICE) io 5 CONT. IN BOND BEAM - 1112" FROM TOP OF WALL) 6% 8"x 16" CONCRETE BLOCK GROUT SOLID ALL CAVITIES - #5 CONT. IN BOND BEAM - (AT MID HEIGHT) �- STREET SIDE 1i 8% 8"x 16' CONCRETE BLOCK - 2 LANDSCAPE GRADE VARIES (6" MIN) " 3"x 3 "x 3" CONCRETE BLOCK _ s v w J WHITE N LOT SIDE -� `oo ° x <� M m - ,_-_,L=OT SIDE cc c°� C a _ co z WHITE LN J < N #5 CONT. IN BOND BEAM O > #4 "VERY" BAR AT 32" O.C. < _ T N (CENTERED IN WALL) > ° Z (24" MIN. LAP SPLICE) W ~ CO ;;a NEATLY GROUT CAVITY JARRIS R �O #5 "L" BAR AT 16" 0/C cc U PANAMA LN I- - CENTERED IN BLOCK) O J " EXTEND 30" ABOVE FOOTING) r, < �- SEALANT TO BE APPLIED 0 o J 13" BY WALL CONTRACTOR m C4 0 0 � 0 O rz*rn 0 r ° o 0 m ° M z TAFT HWY o WM7L TS viva VICINITY MAP N.T.S. EIDENOTES SHEET NUMBER FOR WALL KEY MAP SCALE: 1"=100' LIST OF MATERIALS BLOCK WALL LF 2,419' Q SHEET NO. INDEX SHEET TI TLE 1. COVER SHEET 2. BERKSHIRE ROAD 3. OLD RIVER ROAD BASIS OF BEARINGS: THE BEARING OF N. 89'06'48" W. SHOWN FOR THE NORTH LINE OF THE NORTHEAST QUARTER OF SECTION 30, T. 30S., R. 27E. ON K.C.S. FILED MAP NO. 7 -1 BK. 6, PG. 26 IN THE OFFICE OF THE KERN COUNTY SURVEYOR WAS USED AS THE BASIS OF BEARINGS SHOWN HEREON. BENCHMARK USED: TOP OF CONCRETE MONUMENT IN LAMPHOLE AT THE INTERSECTION OF OLD RIVER ROAD AND BERKSHIRE ROAD ELEVATION = 346.42' (USGS DATUM) LEGAL DESCRIPTION: LOTS 15 AND 16 OF SECTION 30, TOWNSHIP 30 SOUTH, RANGE 27 EAST, M.D.M., CITY OF BAKERSFIELD, COUNTY OF KERN, STATE OF CALIFORNIA, ACCORDING TO THE SALES MAP OF LANDS OF THE KERN COUNTY LAND COMPANY FILED JANUARY 22, 1892. N.T.S. CONT. IN BOND BEAM 12" FROM TOP OF WALL) 6"x 8"x 16" CONCRETE BLOCK GROUT SOLID ALL CAVITIES - #5 CONY. IN BOND BEAM (AT MID HEIGHT) ,�- STREET SIDE 8"x 8% 16" CONCRETE BLOCK - 2% LANDSCAPE GRADE -4 1 VARIES (6" MIN) M 3"x 3 "x 3" CONCRETE BLOCK CHAIRS SHALL BE USED TO PLACE FOOTING RE -BAR I a W 1* 3 rn s #4 "VERT" BAR AT 32" O.C. (CENTERED IN WALL) (48" MIN. LAP SPLICE) io 5 CONT. IN BOND BEAM - 1112" FROM TOP OF WALL) 6% 8"x 16" CONCRETE BLOCK GROUT SOLID ALL CAVITIES - #5 CONT. IN BOND BEAM - (AT MID HEIGHT) �- STREET SIDE 1i 8% 8"x 16' CONCRETE BLOCK - 2 LANDSCAPE GRADE VARIES (6" MIN) " 3"x 3 "x 3" CONCRETE BLOCK 14 BAR A 18" O.C. 3 EA. #4 BAR CONTINUOUS CHAIRS SHALL BE USED TO 36" PLACE FOOTING RE -BAR WALL SECTION 2 N.T.S. 5 CONT. IN BOND BEAM 12" FROM TOP OF WALL) 6 "x 8 "x 16" CONCRETE BLOCK #4 "VERT' BAR AT 32" O.C. (CENTERED IN WALL) GROUT SOLID ALL CAVITIES (24" MIN. LAP SPLICE) �- LOT SIDE 15 CONT. IN BOND BEAM (AT MID HEIGHT) - NEATLY GROUT CAVITY STREET SIDE VEX*Tl LTEREO IN TBLOCK /C 8 "x 8"x 16" CONCRETE BLOCK ND 30" ABOVE FOOTING) 2R SEALANT TO BE APPLIED LANDSCAPE GRADE BY WALL CONTRACTOR VARIES (6" MIN) BAR 0 18" O.C. 1I 3 EA. #4 BAR CONTINUOUS 3"x 3 "x 3" CONCRETE BLOCK CHAIRS SHALL BE USED TO 42" PLACE FOOTING RE -BAR WALL SECTION 4 N.T.S. t5 CONT. IN BOND BEAM 12" FROM TOP OF WALL) _ s v w J �tj LOT SIDE -� `oo ° x <� M o - ,_-_,L=OT SIDE cc c°� m a _ co N W I to J < N #5 CONT. IN BOND BEAM O 3 #4 "VERY" BAR AT 32" O.C. NEATLY GROUT CAVITY _ (AT MID HEIGHT) N (CENTERED IN WALL) ° Z (24" MIN. LAP SPLICE) W ~ CO NEATLY GROUT CAVITY �O #5 "L" BAR AT 16" 0/C cc U IL I- - CENTERED IN BLOCK) O J " EXTEND 30" ABOVE FOOTING) r, < �- SEALANT TO BE APPLIED M J 13" BY WALL CONTRACTOR m C4 0 14 BAR A 18" O.C. 3 EA. #4 BAR CONTINUOUS CHAIRS SHALL BE USED TO 36" PLACE FOOTING RE -BAR WALL SECTION 2 N.T.S. 5 CONT. IN BOND BEAM 12" FROM TOP OF WALL) 6 "x 8 "x 16" CONCRETE BLOCK #4 "VERT' BAR AT 32" O.C. (CENTERED IN WALL) GROUT SOLID ALL CAVITIES (24" MIN. LAP SPLICE) �- LOT SIDE 15 CONT. IN BOND BEAM (AT MID HEIGHT) - NEATLY GROUT CAVITY STREET SIDE VEX*Tl LTEREO IN TBLOCK /C 8 "x 8"x 16" CONCRETE BLOCK ND 30" ABOVE FOOTING) 2R SEALANT TO BE APPLIED LANDSCAPE GRADE BY WALL CONTRACTOR VARIES (6" MIN) BAR 0 18" O.C. 1I 3 EA. #4 BAR CONTINUOUS 3"x 3 "x 3" CONCRETE BLOCK CHAIRS SHALL BE USED TO 42" PLACE FOOTING RE -BAR WALL SECTION 4 N.T.S. t5 CONT. IN BOND BEAM 12" FROM TOP OF WALL) #5 "L" BAR AT 16" 0/C CENTERED IN BLOCK) EXTEND 40" ABOVE FOOTING) SEALANT TO BE APPLIED 23. BY WALL CONTRACTOR !4#4 BAR 0 18" O.C. 3 EA. #4 BAR CONTINUOUS WALL SECTION 5 N.T.S. STREET SIDE V 8"x 8"x 16" CONCRETE BLOCK - 2R LANDSCAPE GRADE VARIES (6" MIN) f 3"x 3"x 3" CONCRETE BLOCK 0 I to 0 I to Ln N a 0 m W U S V X X � a � J J 0 3 I oW L BAR AT 8" 0/C CENTERED IN BLOCK) EXTEND 45" ABOVE FOOTING) -SEALANT TO BE APPLIED 31• BY WALL CONTRACTOR __�&#4 BAR 0 18" O.C. ,3 EA. #4 BAR CONTINUOUS CHAIRS SHALL BE USED TO 54" PLACE FOOTING RE -BAR WALL SECTION 6 N.T.S. W J J 3 r m z 0 w a 0 a _ s ``' U_ 6 "x 8 "x 16" CONCRETE BLOCK J #4 "VERT" BAR AT 16" O.C. LOT SIDE -� °� °� (CENTERED IN WALL) Q cc GROUT SOLID ALL CAVITIES J (36" MIN. LAP SPLICE) _ °O a 3 W 1�_ LOT SIDE N #5 CONT. IN BOND BEAM ao F= mU NEATLY GROUT CAVITY co (AT MID HEIGHT) LLI J Z NEATLY GROUT CAVITY #5 "L" BAR AT 16" 0/C CENTERED IN BLOCK) EXTEND 40" ABOVE FOOTING) SEALANT TO BE APPLIED 23. BY WALL CONTRACTOR !4#4 BAR 0 18" O.C. 3 EA. #4 BAR CONTINUOUS WALL SECTION 5 N.T.S. STREET SIDE V 8"x 8"x 16" CONCRETE BLOCK - 2R LANDSCAPE GRADE VARIES (6" MIN) f 3"x 3"x 3" CONCRETE BLOCK 0 I to 0 I to Ln N a 0 m W U S V X X � a � J J 0 3 I oW L BAR AT 8" 0/C CENTERED IN BLOCK) EXTEND 45" ABOVE FOOTING) -SEALANT TO BE APPLIED 31• BY WALL CONTRACTOR __�&#4 BAR 0 18" O.C. ,3 EA. #4 BAR CONTINUOUS CHAIRS SHALL BE USED TO 54" PLACE FOOTING RE -BAR WALL SECTION 6 N.T.S. W J J 3 r m z 0 w a 0 a J Go J Z - Q cc X J _ a W 1�_ b Z NO ao F= mU co LLI J Z W ~ CO �O co cc U IL I- O J " a v J m C4 0 0 U. 0 I Go W r 0) cc LL 0 re J J ci 3 Sco + o� 3 FP 347.3 I I I I I 4 1 I I FP 347.5 1 5 I FP 347.7 I 1 I I P HAS r J 3 I II .r_ I 6 FP 347.9 7 FP 348.1 417 - 1 g t V 466.99' 1 fig N89'08'55 "W -- - -1,\, 566 11 �E� 0.422 ____ 11 +00 — _ t2+-00– 13 +00 / a N VIOGEL WAY OLDS RIVER SHEET RIVER -- - -� -- J -- -- - - - - -- - -- - -- -- \ FP 350.1 1 T 1 ai ° i J w J ^a I I I I I 1 1 I f w R JQ I ti3 00 I I \\ m I I I Jal JQ o� L'Q, 10 JJ I 1 1 1 1 o Wo 8 "3 cj I M „ FP 349.1 �3 I 11 1 12 1 13 1 14 1 15 1 1 � \\ N� I FP 348.4 o `* + + I FP 349.3 I FP 349.5 FP 349.8 FP 350.0 FP 350.3 16 1 J < \ \_ L oco� Zoo 3�� zc�iC�l ' I I I FP 350.4 ci3 aci3 O N N N Waal W`r� wu~ic~n �,S �, �<°<° j 1 PHASE 1 I I I z�� 17M� 9 5 Oh I ����� �r I I I I I °a°+°+ FP 350.2 o +v °a< I ! Wc:cc:� aN z ~t-I Z~~ FP 348.6 k5 �� cn cn I I a cn cn a cn cn fG 49� cti9� t ° a a J N N \\ L u .� ! do sA FC I I I I I I a cc/) c~n z r r 5 93 f G I a cn cn ,1 4 f � . �` k� y 49 FG 9 3 FG I 5 F I 8 FG I FG 484.41' I F I FG EG 3� S89'30'24'E 3`�' 350 4 j� lS 55p! 117.82' J v, 3 34 349• - -5 _ —S - — -- S -- - -S -- -- -- - -- -_ S89'08'S5 "E -- It o� 0.25 k9 10 h8 0.25 kp kh� E� — h� g - $ LINE OFI SIGHT 5kk .k kk k 6 M �� i 7 3k I-- °o of ___ 14 +00 15+00 16 +00 17 +00 18 +00 19 +00 _ — — — — 20 +00 21 +00 fl) LINE OF SIGHT 22 +00 23 +00 23 22 Q N BERKSHIRE ROAD STA. 10 +00.00 C.L. TO 23 +22.05 C.L. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL c, 3' LANDSCAPE EASEMENT HIRE ROAD TYPICAL HALF SECTION RETE -L Pueuc wALL (SEE SHEET 1) 360 356 356 354 352 350 348 346 344 342 340 -00 SCALE 1 " =50' 25 0 50 100 50 12.5 rn O M tn rn Q a O Zx z u- Q � UJ w U co w w cfl D N N X W Y Q m m m z 0 Ln w uj a 0 0 c� z n= w w Z CD off Z w J U z r w 0 Z Q J oLn O cV o � S zIai � o r m m o w U a w a: x U N b� M I _> U O V Z m 0 V J J Z - a x J W 40 Z < NO aD cc mU W zcr. H < W ~ <O ac U IL F o J Y J Q v < � N m N O O O el U O I w N I 0) ca LL 0 C, SEE SHEET 2 BERKSHIRE ROAD 1 FOGARTY WAY 1. 360 358 356 354 352 350 348 346 344 342 340 10• OLD RIVER ROAD STA. 10 +00.00 C.L. TO 23 +15.61 C.L. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL \-X-L- 'Jilt-L-1 1 PUBUC WALL (SEE SHEET 1) 10' LANDSCAPE OLD RIVER RD. TYPICAL HALF SECTION 0 10' LANDSCAPE EASEMENT PL C/L VARIES 56' -58' R/W FL 6.42' - VARIES 49.50'- 51.68' 6.78 VARIES RETE 7' 6 6' HIGH CONCRETE L i BLOCK WALL i MEDIAN M�'� FINISHED PAD 27. MIN. 2 % rC-'� OLD RIVER RD. TYPICAL HALF SECTION 9' LANDSCAPE OLD RIVER RD. TYPICAL HALF SECTION NO SCALE RETE C, 9' LANDSCAPE RIVER RD. TYPICAL HALF SECTION NO SCALE 344 1 342 340 -00 RETE .L 0 N U Z W W CD Vz Z W nJ U C7 Z N W cn (/7 O Z J N O O n O � N O � 0 ¢z 5i'i o r m m o Z W 3 U Q W O } m Z O w a 0 V J J Z x J - a W 10 Z < NO mU c W C J Z� W ~ �Z <0 co °C U IL C J Y v J ° gg m S ° Q I ac LL 0