Loading...
HomeMy WebLinkAbout1.4-6536 Ph 2GENERAL 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. 022-13169, Dated 1-29-14. CONCRETE A. Materials: 1. Reinforcing: Deformed ASTM A515, Grade 60. 2. Cement: Portland Cement, Type It, 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 0 28 Days. 2. -5.0 Sacks of Cement (min) per Cubic Yard. 3. 1 1/2" 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 60 deformed. 3. Admixtures: Only as approved by the Engineer. B. Mortar: 1. Strength: Type S. 1200 PSI 0 7 days and 1800 PSI 0 28 days. C. Grout: 1. Strength: 1500 PSI 0 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 CONST. INSPECTION DEPARTMENT 326-3049 PARKS DEPARTMENT 326-3117 GENERAL NOTES 1. BLOCK TYPE: MORTARED CONCRETE BLOCK SIZE WALL: 6"x 8"x 16" AND 8"x 8"x 16" COLOR: STANDARD GREY PATTERN: RUNNING BOND 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, CONTRACTOR SHALL BE RESPONSIBLE FOR CLEARING & GRADING THE AREA ALONG THE WALL LINE. 5. CONTRACTOR SHALL OBTAIN AND PROVIDE ALL PERMITS REQUIRED BY C.O.B. BUILDING DEPARTMENT AND/OR PUBLIC WORKS DEPT. 6. ALL SURVEYING REQUIRED SHALL BE PROVIDED INITIALLY BY DEVELOPER, ON A ONE TIME ONLY BASIS. ALL OTHERS WALL BE CHARGED OUT ON AN HOURLY BASIS. 7. 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. 8. 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. 9, EXPANSION JOINTS SHALL BE CONSTRUCTED IN EACH PILASTER IN ALL WALLS, AND A MAXIMUM DISTANCE BETWEEN EXPANSION JOINTS OF 60' IN WALLS WITHOUT PILASTERS. 10. 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" t1/B". ALL REINFORCING STEEL SHALL BE TED 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. 11. BLOCKS SHALL BE UNIFORM IN TEXTURE AND COLOR. 12. 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. 13. 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. 14. 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. 15. 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. 16. 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 ESTIMATE SHALL BE POSTED PRIOR TO ISSUANCE OF THE PERMIT. 17. 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. 18. ALL PROPOSED WALLS TO BE OWNED AND MAINTAINED BY THE CITY OF BAKERSFIELD CITY OF BAKERSFIELD KERN COUNTY CALIFORNIA WALL CONSTRUCTION PLANS TRACT NO. 6536 PHASE 2 1xehl,41111; FL FLOWIINE CL CENTERLINE FG FINISHED GRADE LS LANDSCAPE ELEV ELEVATION PCC PONT OF COMPOUND CURVATURE PI POINT OF INTERSECTION EC END VERTICAL CURVE BC BEGIN CURVE W1 WALL SECTIO! PROPOSED WALL CONT. IN BOND BEAM - 12' FROM TOP OF WALL) GROUT SOLID ALL CAVITIES - 6"x 8'x 16" CONCRETE BLOCK #5 CONT. IN BOND BEAM - (AT MID HEIGHT) /r STREET SIDE v CTION LETTER <EET SECTION LINE SECTION IS LOCATED Z_ LOT SIDE ---� GRADE VARIES (6E MIN 15• I 9" LANDSC 311I 5 4 I 3 I 2 I 1 „ i WI 73 I 72 I 71 I 70 I 69 I 68 I 67 I 66 I 65 164 I 63 I 62 I 61 I 60 ? ;� 3'x Sx 3' CONCRETE BLOCK 1--1--L--L--L--I-�---1--1--1--L--�- - CHAIRS SHALL BE USED TO 30' . -. ... ..... .... '', PLACE FOOTING RE -BAR �- - - - - _ _ _ _ BLOUNTSVILLE DRIVE -+ t ---1--1--T=-r-=r=---r--�-- I ; � � � I�HAJE 2 _ Y " U 1 ..6 i 7 1 8 1 9 1 10 1 11 1 12 1 13 1¢ 49 I 50 I 51 I 52 I 53 I 54 I 55 I 56 I 57 I 58 I 59 O m CD ' 21 ; 20 I 19 I 18 I 17 I 16 I 15 I 14 48 I 47 I 46 I 45 I 44 I 43 I 42 I 41 I 40 I 39 i 38 - - -. _ _FORT SANDERS AVENUE - _ _ �-- -r--7_--7---------� --�-- I 22 I 23 I 24 I 25 I 26 I 27 I 28 I 29 I 30 I 31 I 32 ( 33 I 34 I 35 I 36 1 37 SUMP i i I I I I I I I I 1 I 1 I 1 I I s VICINITY MAP N.T.S. F21DENOTES SHEET NUMBER FOR WALL KEY MAP SCALE: 1"=100' LIST OF MATERIALS BLOCK WALL LF 578' ® SHEET NO. INDEX SHEET TITLE 1. COVER SHEET 2. OLD RIVER ROAD s 14 'L' BAR AT 32' O.C. (CENTERED N WALL) c 0 -SEALANT TO BE APPLIED BY WALL CONTRACTOR -FIRST COARSE TO CONSIST OF I1IINM pRm I{Ea) ,IgNT m TO ALLO FOR DltawaGE -/4 BAR 0 32" CC -4 EA 14 BAR 08"O.C. WALL SECTION 1 N.T.S. J5 CONT. IN BOND BEAM - (12' FROM TOP OF WALL) GROUT SOLID ALL CAVITIES 6"x 8% 16" CONCRETE BLOCK 15 CONT. IN BOND BEAM - (AT MIO HEIGHT) 3 EA T)exl6'\ /.- STREET SIDE -� LANDSCAPE VARIES (6" �- LOT SIDE -� } 13'x Y. 3' CONCRETE BLOCX BASIS OF BEARINGS: P�EF�AU. BE ED TO 35' 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 1 AND 2 OF SECTION 30, TOWNSHIP 30 SOUTH, RANGE 27 EAST, M.D.B.&M., IN THE CITY OF BAKERSFIELD, COUNTY OF KERN, STATE OF CALIFORNIA, ACCORDING TO THE SALES MAP OF THE LANDS OF THE KERN COUNTY LAND COMPANY IS SAID SECTION 30 FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY ON JANUARY 22, 1892. -SEALANT TO BE APPLIED BY WALL CONTRACTOR #4 'VERT' BAR AT 32' O.C. (CENTERED IN WALL) (48' MIN. LAP SPLICE) -NEATLY GROUT CAVITY 4 BAR 0 32' O.C. EA. 14 BAR 0 9.67' WALL SECTION 2 N.T.S. e 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 CORBEQTED DURINja, CONSTRUCTION. M � , ,J� G •09-15, ROGER A. McINTOSH R.C.E. 33322 DATE EXP. 6-30-16 -7 1311- - APPROVED BY: NICOLAS FIDLER, PUBLIC WORKS DIRECTOR DATE R.C.E. NO. 61069 EXP. 12-31-16 7 REVIEWED BY: ASSISTANT PUBLIC WORKS DIRECTOR DATE - REVIEWED BY: TRAFFIC ENGINEER ALL PROPOSED WALLS TO BE OWNED AND MAINTAINED BY CITY OF BAKERSFIELD. ■ink\{� Z:� S ■ ■ � OLD RIVER & PANAMA, LLC 4927 CALLOWAY DR. STE 101 BAKERSFIELD, CA 93312 CONTACT PERSON - MATT WADE (661) 864-7546 /5 CONT. IN BOA BEAM (1Y FROM TOP OF WAD.) GROUT SOLD ALL CAVITIES - 6% 8'x 16' CONCRETE BLOC( /5 CONT. IN BOND BEAM - (AT AID HEIGHT) STREET SIDE V 2 OR 3 EA 8'x8'x18 LANDSCAPE GRACE 18 VARIES (6' MIN) 1n Yx 3"x 3' CONCRETE BACK OIARS SHALL BE USED TO 51' PLACE FOOTING RE -BAR 7/ % / 1,,r- DATE SDATE SEALANT TO BE APPLIED �- BY WALL CONTRACTOR r- LOT SIDE -� "VERT" BAR AT 16' O.C. VTERED IN WALL) MIN. LAP SPLICE) 'L' BAR AT 16" O.C. NTERED N BLOCK) TEND 48" ABOVE FOOTING) ZICA &FIXT1■W,IIAAV WALL SECTION 3 N.T.S. 1.4-6536 Ph 2 14 BAR 0 32' O.C. 4 EA 15 BAR AT 1Y O.C. 154, Know what's below. Call before you dig. -"r Al MENLAMI JA VICINITY MAP N.T.S. F21DENOTES SHEET NUMBER FOR WALL KEY MAP SCALE: 1"=100' LIST OF MATERIALS BLOCK WALL LF 578' ® SHEET NO. INDEX SHEET TITLE 1. COVER SHEET 2. OLD RIVER ROAD s 14 'L' BAR AT 32' O.C. (CENTERED N WALL) c 0 -SEALANT TO BE APPLIED BY WALL CONTRACTOR -FIRST COARSE TO CONSIST OF I1IINM pRm I{Ea) ,IgNT m TO ALLO FOR DltawaGE -/4 BAR 0 32" CC -4 EA 14 BAR 08"O.C. WALL SECTION 1 N.T.S. J5 CONT. IN BOND BEAM - (12' FROM TOP OF WALL) GROUT SOLID ALL CAVITIES 6"x 8% 16" CONCRETE BLOCK 15 CONT. IN BOND BEAM - (AT MIO HEIGHT) 3 EA T)exl6'\ /.- STREET SIDE -� LANDSCAPE VARIES (6" �- LOT SIDE -� } 13'x Y. 3' CONCRETE BLOCX BASIS OF BEARINGS: P�EF�AU. BE ED TO 35' 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 1 AND 2 OF SECTION 30, TOWNSHIP 30 SOUTH, RANGE 27 EAST, M.D.B.&M., IN THE CITY OF BAKERSFIELD, COUNTY OF KERN, STATE OF CALIFORNIA, ACCORDING TO THE SALES MAP OF THE LANDS OF THE KERN COUNTY LAND COMPANY IS SAID SECTION 30 FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY ON JANUARY 22, 1892. -SEALANT TO BE APPLIED BY WALL CONTRACTOR #4 'VERT' BAR AT 32' O.C. (CENTERED IN WALL) (48' MIN. LAP SPLICE) -NEATLY GROUT CAVITY 4 BAR 0 32' O.C. EA. 14 BAR 0 9.67' WALL SECTION 2 N.T.S. e 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 CORBEQTED DURINja, CONSTRUCTION. M � , ,J� G •09-15, ROGER A. McINTOSH R.C.E. 33322 DATE EXP. 6-30-16 -7 1311- - APPROVED BY: NICOLAS FIDLER, PUBLIC WORKS DIRECTOR DATE R.C.E. NO. 61069 EXP. 12-31-16 7 REVIEWED BY: ASSISTANT PUBLIC WORKS DIRECTOR DATE - REVIEWED BY: TRAFFIC ENGINEER ALL PROPOSED WALLS TO BE OWNED AND MAINTAINED BY CITY OF BAKERSFIELD. ■ink\{� Z:� S ■ ■ � OLD RIVER & PANAMA, LLC 4927 CALLOWAY DR. STE 101 BAKERSFIELD, CA 93312 CONTACT PERSON - MATT WADE (661) 864-7546 /5 CONT. IN BOA BEAM (1Y FROM TOP OF WAD.) GROUT SOLD ALL CAVITIES - 6% 8'x 16' CONCRETE BLOC( /5 CONT. IN BOND BEAM - (AT AID HEIGHT) STREET SIDE V 2 OR 3 EA 8'x8'x18 LANDSCAPE GRACE 18 VARIES (6' MIN) 1n Yx 3"x 3' CONCRETE BACK OIARS SHALL BE USED TO 51' PLACE FOOTING RE -BAR 7/ % / 1,,r- DATE SDATE SEALANT TO BE APPLIED �- BY WALL CONTRACTOR r- LOT SIDE -� "VERT" BAR AT 16' O.C. VTERED IN WALL) MIN. LAP SPLICE) 'L' BAR AT 16" O.C. NTERED N BLOCK) TEND 48" ABOVE FOOTING) ZICA &FIXT1■W,IIAAV WALL SECTION 3 N.T.S. 1.4-6536 Ph 2 14 BAR 0 32' O.C. 4 EA 15 BAR AT 1Y O.C. 154, Know what's below. Call before you dig. TRACT BOUNDARY ' I \ � I \ O Io Mn 37 1 38 08 ' 1 3 a �z « N FP 349.1 � � FP 349.1 �iN L1 0.23% -- .- - - LINE OF SN;HT�''8 i m i 11+00 12+00 13 - - —I— — — � — —i F�-moi Q-�.� _ _ Ni•ii_�iil� _ _1_f t i• iE ¢ N =1 INE OF OLD RIVER ROAD STA. 10+00.37 C.L. TO 16+20.83 C.L. SCALE: 1" = 40' HORIZONTAL UNE Ltl BLOUNTSVILLE DRIVE UJ J7 414.01' L2 y 29.78' L3 N 4543'47' E 29.61' L4 D_ 104.39' ,f n p � d 0 8 I� U3 Ja i 3 60 l O3 a Jj� <+m 31 m FP 350.4 ; 3 ^ FP 352.1 59 a++ Was FP 350.4 ZS a a in 1 -,. Q/ 9 fz =1 INE OF OLD RIVER ROAD STA. 10+00.37 C.L. TO 16+20.83 C.L. SCALE: 1" = 40' HORIZONTAL UNE `_g; I L4 I 15+00 — __ilk f � i•-i-t� 71© 366 --- -- ----- - i- T-- - T -- -r -- - -- - - - - - --- -- 366 w 1I I 4c�adS i jj iI 'o3m>^O.n bfi Y�v+fi dsiN - \3 m 64364 1 :9 362 3623�97, 360 360 -__- .. I N VI (O NI N Vl m N✓I N N � 358 358 -- 356 I�I- i i1 I � I +- I I - {� - - K'I 1 �- � - - � -- -- i 356 354 L � �aI s�I � 354 CfI FINISHED PAD 352 --- -rx - -- -- -- - --1 — -- - — T - - - r- - - - -1 - rANOSCAPE-GFrAOi 352 1, LANDSCAPE GRADE ' I FINISHEtl_.PAD m -"- �— TOPIOF FO I'TING 350 -- -- -1 -. --�-- ---- -'---' - -- q, �- - ---= ------owLWE 350 348 �— -- �FLOW4LIJNE- �rT rS1IL 346 FLOVINE 346 - c _-__� _ 'p 346 Tv g4z ..--- ? _344344 _ 11 __. ---- _-�m°Y __--i--�- gM------ _11'_- _-_-�oo to ' G SSI,_-_____ 1_.�m-_-�oyo am onN-off--------- 342 --1� ...- _-_._. ___. _. {-_. ..... _. i. .. _ {III___-- 1~II V~i VIII N(~/1 6 a F W yllti; 6 N Q Z 342 1 1 1 _f _ 165 3 a a 340 - - t � 431.97 �� - - - i2.Da IF 14.61 LF - 1 " T - 340 SEC 338 1'-- -- - - - - - - -�� eLSEW 1� --- 11 rueuc N `r (s� j� (�E�' iEET i, ('"sFE SHEET ) - -- 338 7 s7.33 LF eao9 �F I) 14.aD 11 1 1 'SEE SHEET, 1) j - I 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 STA. 10+00.37 C.L. TO 16+20.83 C.L. SCALE: 1" = 40' HORIZONTAL 1" = 4' VERTICAL PL PL T2 OLD RIVER RD. TYPICAL HALF SECTION STATION 10+00.37 TO 14+35.50 NO SCALE TINED CONCRETE C, OLD RIVER RD. TYPICAL HALF SECTION U STATION 14+95.56 TO 16+20.83 N° 9CMF 'MINED CONCRETE LINE TABLE Ltl Ltl DISTANCE UJ J7 414.01' L2 y 29.78' L3 N 4543'47' E 29.61' L4 D_ 104.39' ,f n ti 0 I� U3 Ja i 3 60 l O3 1 <+m 31 m FP 350.4 ; 3 ^ FP 352.1 `_g; I L4 I 15+00 — __ilk f � i•-i-t� 71© 366 --- -- ----- - i- T-- - T -- -r -- - -- - - - - - --- -- 366 w 1I I 4c�adS i jj iI 'o3m>^O.n bfi Y�v+fi dsiN - \3 m 64364 1 :9 362 3623�97, 360 360 -__- .. I N VI (O NI N Vl m N✓I N N � 358 358 -- 356 I�I- i i1 I � I +- I I - {� - - K'I 1 �- � - - � -- -- i 356 354 L � �aI s�I � 354 CfI FINISHED PAD 352 --- -rx - -- -- -- - --1 — -- - — T - - - r- - - - -1 - rANOSCAPE-GFrAOi 352 1, LANDSCAPE GRADE ' I FINISHEtl_.PAD m -"- �— TOPIOF FO I'TING 350 -- -- -1 -. --�-- ---- -'---' - -- q, �- - ---= ------owLWE 350 348 �— -- �FLOW4LIJNE- �rT rS1IL 346 FLOVINE 346 - c _-__� _ 'p 346 Tv g4z ..--- ? _344344 _ 11 __. ---- _-�m°Y __--i--�- gM------ _11'_- _-_-�oo to ' G SSI,_-_____ 1_.�m-_-�oyo am onN-off--------- 342 --1� ...- _-_._. ___. _. {-_. ..... _. i. .. _ {III___-- 1~II V~i VIII N(~/1 6 a F W yllti; 6 N Q Z 342 1 1 1 _f _ 165 3 a a 340 - - t � 431.97 �� - - - i2.Da IF 14.61 LF - 1 " T - 340 SEC 338 1'-- -- - - - - - - -�� eLSEW 1� --- 11 rueuc N `r (s� j� (�E�' iEET i, ('"sFE SHEET ) - -- 338 7 s7.33 LF eao9 �F I) 14.aD 11 1 1 'SEE SHEET, 1) j - I 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 STA. 10+00.37 C.L. TO 16+20.83 C.L. SCALE: 1" = 40' HORIZONTAL 1" = 4' VERTICAL PL PL T2 OLD RIVER RD. TYPICAL HALF SECTION STATION 10+00.37 TO 14+35.50 NO SCALE TINED CONCRETE C, OLD RIVER RD. TYPICAL HALF SECTION U STATION 14+95.56 TO 16+20.83 N° 9CMF 'MINED CONCRETE LINE TABLE UNE BEARING DISTANCE L1 N 03351' E 414.01' L2 N 4416'13' W 29.78' L3 N 4543'47' E 29.61' L4 N 033$1' E 104.39' Know whaPs below. 1.4-6536 Ph 2 Call before you dig.