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HomeMy WebLinkAbout1.4-6585 OffsiteGENERAL 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 SEI Soils Report File No. 07--12023, dated January 31, 2007. CONCRETE A. Materials: 1. Reinforcing: Deformed ASTM A615, Grade 60. 2. Cement: Portland Cement, Type 11, ASTM C--150. 3. Ag regate: ASTM C--33. 4. WPer: Clean and Drinkable. B. Concrete Mix Design For Footings and Well Grouting: 1. Class "B" Concrete, 2500 PSI @ 28 Days. 2. 5.0 S;cks of Cement (min) per Cubic Yard. 3. 1„1/ /2 Ag regate (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. Grou t: 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 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: SPLIT ---FACE & MORTARED CONCRETE BLOCK SIZE: 6"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 UNLESS NOTED OTHERWISE. 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 WILL 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 9* ±1/8". ALL REINFORCING STEEL SHALL BE TIED FIRMLY 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 RESPONSIBILE FOR REPAIRS TO DAMAGED UTILITIES CAUSED BY HIS FORCES, BUT NOT COSTS TO RELOCATE IN THE EVENT OF PROPER NOTIFICATION 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. THE FOOTING SHALL NOT BE OVER -POURED BEYOND THE DESIGN DIMENSIONS. 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 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. 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. 19. NO PUBLIC WORKS INSPECTIONS WILL BE GIVEN FOR THE WORK IN THE UNDEDICATED ROADWAYS IN THIS PROPERTY UNTIL A SUBDIVISION PERMIT HAS BEEN, OBTAINED 20. UNDERGROUND SERVICE ALERT SHALL BE, CONTACTED TWO (2) WORKING DAYS PRIOR TO CONSTRUCTION. 811. 1 / 10 e e +oar a aer aus�rrr e e �e�rs� BYRON BAY DRIVE i------------ z , Q, 31 Q, 1 1 ` _j 1 o esee®Ie o KEY A SCALE: 1"=200' T DENOTES SHEET NUMBER FOR WALL THESE PLANS WILL SUPERSEDE TRACT 6585 WALL CONSTRUCTION PLANS AND PROFILES APPROVED ON 01 /05/2011 21. 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. 22. ANY ITEMS IN THE PUBLIC RIGHT--OF--WAY THAT ARE DAMAGED OR DO NOT MEET CURRENT STANDARDS SET BY THE PUBLIC WORKS WILL REQUIRE REPAIRING AND/OR UPGRADING AS PER CITY ENGINEER. 23. 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 2%. ALTERNATIVELY, THE CITY ENGINEER MAY APPROVE CURBING BEHIND THE SIDEWALK OR OTHER METHOD TO PREVENT EROSION ONTO THE SIDEWALK. 24. SOIL HEIGHT OVER TOE OF FOOTING TO BE IGNORED FOR PASSIVE PRESSURE. SOIL HEIGHT OVER TOE SHALL NOT EXCEED HEIGHT OF RETAINING. SEE NOTE 3. 25. DEPTH OF SOIL COVER OVER WALL FOOTINGS SHALL BE A MINIMUM OF 6" FOR A MINIMUM OF 12" HORIZONTAL DISTANCE FROM THE FACE OF STEM WALL ON THE STREET SIDE. OVER 12" BEYOND THE FACE OF THE STEM WALL, THE MINIMUM DEPTH OF SOIL COVER TO THE WALL FOOTING SHALL BE 10". _ AS SHOWN ON PLANS 6"x2"x16" BALBOA SOLID BLOCK CAP COLOR: NATURAL 3 COURSES OF 6"x8"06" SPLIT FACE BLOCK COLOR: NATURAL A A 6"x8"x16" SMOOTH FACE J1".0- 6"x8"x16" SMOOTH FACE CONCRETE BLOCK 2_-�0AL WALL E3L1%A1'K�11 2'-0" CONCRETE BLOCK COLOR: NATURAL COLOR: NATURAL SCALE: NONE 6"x8"x16" SMOOTH FACE CONCRETE BLOCK 8% 8"x 16" OR 6"x8"x16" CONCRETE BLOCK COLOR: NATURAL 2'-0" (LOWER COURSES, PER PLANS) '-0" I� e 6"x 8"x 16" SPLIT FACE BLOCK W/ #4 BAR EACH CELL NTH HORIZONTAL STIRRUPS 6"x 8"x 16" MORTARED CONCRETE BLOCK (UPPER COURSES) A SECTION A SCALE: NONE rA--%N DETAIL 1 SCALE: NONE 6"x 8"x 16" SLUMPSTONE SOLID BLOCK CAP t= • i :41.4 MV -1 EN IN mmmmm own Imn M IMM' FLOWLINE CL 6"x8"06" CONCRETE BLOCK EG EXISTING GRADE FG FINISHED GRADE SEE NOTES 1 & 2 AND -SECTION GRADE BREAK w EME NMI MWMMMM=MMMM=MMM1 om A ON SHEET 2 PA PROPERTY UNE R/W NMI =W 1MMMMMMMMMR0MMM1 , TOP OF CURB w n g x 6"x8"x16" SMOOTH FACE J1".0- 6"x8"x16" SMOOTH FACE CONCRETE BLOCK 2_-�0AL WALL E3L1%A1'K�11 2'-0" CONCRETE BLOCK COLOR: NATURAL COLOR: NATURAL SCALE: NONE 6"x8"x16" SMOOTH FACE CONCRETE BLOCK 8% 8"x 16" OR 6"x8"x16" CONCRETE BLOCK COLOR: NATURAL 2'-0" (LOWER COURSES, PER PLANS) '-0" I� e 6"x 8"x 16" SPLIT FACE BLOCK W/ #4 BAR EACH CELL NTH HORIZONTAL STIRRUPS 6"x 8"x 16" MORTARED CONCRETE BLOCK (UPPER COURSES) A SECTION A SCALE: NONE rA--%N DETAIL 1 SCALE: NONE 6"x 8"x 16" SLUMPSTONE SOLID BLOCK CAP t= • i :41.4 MV -1 VICINITY MAP NO SCALE SHEET TITLE 1. COVER SHEET 2. EAST BERKSHIRE ROAD MADISON STREET WALL 1 3. MADISON STREET WALL 2 LIST OF MATERIALS BLOCK WALL LF 1,732 6"x2"x16" GREY BALBOA SOLID BLOCK CAP STREET SIDE #5 CONT. BOND BEAM (12" FROM THE TOP)------/ 48" MAX SPACING (TYP.) 6'-8" & 7'-4" WALL SECTION SHALL HAVE #4 "L" BARS AT ------ 32- T------32" Q.C. (20" MIN. LAP SPLICE). #5 CONT. BOND BEAM (AT MID HEIGHT) 48" MAX SPACING (TYP.) GROUT SOLID ALL CAVITIES-/ LANDSCAPE -1 MIN' 4:1 MAX. GRADE ----- LANDSCAPE GRADE VARIES SEE CONSTRUCTION NOTE 25 s,5„. 3"X3"X3" CONCRETE BLOCK CHAIRS SHALL BE USED TO 15" CITY OF BAKER I SFIEL KERN COUNTY CALIFORN41 OFF= SITE WALL CONSTR,/UCTION PLANS FOR TRACT 658d 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 SHALL BE CORRECTED AND SUCH CORRECTIONS REFLECTED ON CORRECTED PLANS SUBMITTED TO THE CITY ENGINEER. APPROVED BY: BLAINENEPTUNE R.C.E. 55102 DATE APPROVED BY: GREGG R. STRAKALUSE R.C.E. N0. 58663 DATE PUBLIC WORKS DIRECTOR w" REVIEWED BY: STUART J. PATTESON R.C.E. N0. 44898 DEPUTY PUBLIC WORKS DIRECTOR DATE Irl 177 12.02.2. REVIEWED BY: RYAN STARBUCK R.T.E. NO. 2327 DATE TRAFFIC ENGINEER OWNERMEVELOPER BENCHMARK SET: S&S HOMES OF THE CENTRAL COAST TOP OF CAL TRANS BRASS CAP IN LAMPHOLE AT 532 CAMINO MERCADO INTERSECTION OF UNION AVENUE AND BERKSHIRE ROAD ARROYO GRANDE, CA 93420 PER C.O.B. TR. 6520. CONTACT PERSON: PAM DENNEY TEL. NO.: (805)994-1851 ELEV = 358.17' BENCHMARK USED: BENCHMARK SET: TOP OF CAL TRANS BRASS CAP IN LAMPHOLE AT CHISELED SQUARE WEST SIDE CONCRETE BASE VENT INTERSECTION OF UNION AVENUE AND PANAMA PIPE 52' NE OF CENTER SECTION. LANE PER C.O.B. TR. 5809. ELEV. = 356.64' ELEV. = 361.36' R 2' WALL FOOTING EASEMENT DEDICATED TO C.O.B. PER FINAL MAP LOT SIDE ABBREVIATIONS FL FLOWLINE CL 6"x8"06" CONCRETE BLOCK EG EXISTING GRADE FG FINISHED GRADE SEE NOTES 1 & 2 AND -SECTION GRADE BREAK w LANDSCAPE 1; A ON SHEET 2 PA VICINITY MAP NO SCALE SHEET TITLE 1. COVER SHEET 2. EAST BERKSHIRE ROAD MADISON STREET WALL 1 3. MADISON STREET WALL 2 LIST OF MATERIALS BLOCK WALL LF 1,732 6"x2"x16" GREY BALBOA SOLID BLOCK CAP STREET SIDE #5 CONT. BOND BEAM (12" FROM THE TOP)------/ 48" MAX SPACING (TYP.) 6'-8" & 7'-4" WALL SECTION SHALL HAVE #4 "L" BARS AT ------ 32- T------32" Q.C. (20" MIN. LAP SPLICE). #5 CONT. BOND BEAM (AT MID HEIGHT) 48" MAX SPACING (TYP.) GROUT SOLID ALL CAVITIES-/ LANDSCAPE -1 MIN' 4:1 MAX. GRADE ----- LANDSCAPE GRADE VARIES SEE CONSTRUCTION NOTE 25 s,5„. 3"X3"X3" CONCRETE BLOCK CHAIRS SHALL BE USED TO 15" CITY OF BAKER I SFIEL KERN COUNTY CALIFORN41 OFF= SITE WALL CONSTR,/UCTION PLANS FOR TRACT 658d 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 SHALL BE CORRECTED AND SUCH CORRECTIONS REFLECTED ON CORRECTED PLANS SUBMITTED TO THE CITY ENGINEER. APPROVED BY: BLAINENEPTUNE R.C.E. 55102 DATE APPROVED BY: GREGG R. STRAKALUSE R.C.E. N0. 58663 DATE PUBLIC WORKS DIRECTOR w" REVIEWED BY: STUART J. PATTESON R.C.E. N0. 44898 DEPUTY PUBLIC WORKS DIRECTOR DATE Irl 177 12.02.2. REVIEWED BY: RYAN STARBUCK R.T.E. NO. 2327 DATE TRAFFIC ENGINEER OWNERMEVELOPER BENCHMARK SET: S&S HOMES OF THE CENTRAL COAST TOP OF CAL TRANS BRASS CAP IN LAMPHOLE AT 532 CAMINO MERCADO INTERSECTION OF UNION AVENUE AND BERKSHIRE ROAD ARROYO GRANDE, CA 93420 PER C.O.B. TR. 6520. CONTACT PERSON: PAM DENNEY TEL. NO.: (805)994-1851 ELEV = 358.17' BENCHMARK USED: BENCHMARK SET: TOP OF CAL TRANS BRASS CAP IN LAMPHOLE AT CHISELED SQUARE WEST SIDE CONCRETE BASE VENT INTERSECTION OF UNION AVENUE AND PANAMA PIPE 52' NE OF CENTER SECTION. LANE PER C.O.B. TR. 5809. ELEV. = 356.64' ELEV. = 361.36' R 2' WALL FOOTING EASEMENT DEDICATED TO C.O.B. PER FINAL MAP LOT SIDE ABBREVIATIONS FL FLOWLINE CL 6"x8"06" CONCRETE BLOCK EG EXISTING GRADE FG FINISHED GRADE SEE NOTES 1 & 2 AND -SECTION GRADE BREAK w LANDSCAPE ELEV A ON SHEET 2 PA PROPERTY UNE R/W RIGHT-OF-WAY , TOP OF CURB w n g x _j PROPOSED BLOCK WALL -- -- TRACT BOUNDARY M FIRST COURSE TO CONSIST a OF UNMORTARED HEAD o JOINTS TO ALLOW FOR 0 U DRAINAGE. SEALANT TO BE00 w APPLIED BY WALL o + `" CONTRACTOR. FINISHED PAD/ FINISHED GRADE 7" 8" MAX. (6'8") 16" MAX. (7'4") 15" 1 4 EA. #5 BAR @ 6" 0. C. #5 BAR ® 8" O.C. PLACE FOOTING REBAR 36" _4 WALL SECTION 1 N.T.S. LEGEND: ABBREVIATIONS FL FLOWLINE CL CENTERLINE EG EXISTING GRADE FG FINISHED GRADE GB GRADE BREAK LS LANDSCAPE ELEV ELEVATION PA PROPERTY UNE R/W RIGHT-OF-WAY TC TOP OF CURB TW TOP OF WALL PROPOSED BLOCK WALL -- -- TRACT BOUNDARY CTM LETTER A --- - - --- - SECTION UNE SHEET SECTION IS LOCATED Knowbelow. Call before vou f d� c v N � P N �r 0 376 374 372 370 368 366 364 362 360 358 356 354 352 350 348 346 11+00 -c) CD 12+00 N 89*54'30" E 606.35, 13+00 14+00 16+00 s 4--- 100' L6 w Z 5=--W - - -if ! I LINE OF SIGHT C) M + 550.00 < < S 89*54'30" W 94.45'o W `�' / �"• �'s P5 +- 10 CD 4gcR> C� < T 0 +4 - UNE OF C6 Lc) 3� - - -jof —7- C�-w w a: i5o.00, - �V�, -V� 550.00 1 OF SIGHT S 89054!30" W 356.25 I , 7�12T — 11 T —) 11" == Wb Z-X`4� V) "cp UJ W I <\ mn < uj (n -jCr e A\ cr 82 17 LLJ LAJ 5.7 m z 73 II 1 F- F- C -3 :-R: cr. < be bc L,Lj Ld :z 00 00 C> C-4 L r-, C14 72 Pr) .44- P 0) v♦ - co to 4--- cxi'-------- = 1 l'i c6 I'd- 1 14 - co c 3 o =1 co J ` c + + LLJ V- v - C3 L) C3 (n C3 p c, 0 C.D 0000 to r- L0 C) 00 r1i n 1;� ;:� mcn2+"CN Z U) 64 <V)(n +4 ,740)cn j50*)cn W0 co 00 81 r- %ja wi 0-++ *++ cl- + + + + C> C> z v- *- I-- (n U) 5 0;� 1 71 < < < - - J I -;-� g: Lu I -- (n < En c/) w cn in m0 < cn in STA. 10+00.00 C.L. TO 16+06.35 C.L. SCALE: 1" = 40' HORIZONTAL 1 = 4' VERTICAL �56. 7 FG LINE TABLE LINE BEARING DISTANCE Li S 45`03'14" E 23.89' L2 N W56'46" E 23.84' L3 S 45*03'14" E 19.47 4 9+75 10+00 11+00 ce- CC 12+00 45" 34' 13+00 11' 14+00 R/W P/L 31± --4-2' FOOTING EASEMENT PER THE FINAL MAP 6' WALL STATIONING CALCULATED w FROM THE BACK FACE OF WALL m 2.0% TO 4.- 1 2.0% 2% 1 PAD ELEV. A 15+00 PA R/W 2' FOOTING EASEMENT .3#± PER THE FINAL MAP WALL STATIONING CALCULATED I FROM THE BACK FACE OF WALL 376 374 372 370 368 366 364 362 360 358 356 354 352 350 .348 346 344 15+75 2.0% PAD ELEV. TO 41 11' 6* 45' 34! MADISON STREET rB-"\STA 10+00.00 TO 13+91.24 NO SCALE 372 370 368 366 364 362 360 358 356 354 352 350 348 346 344 3 F- W II t II uJ U.) so s R� 50 05 (n :z 0 (f) V) < M 40 .1 t ` ' J J 00 (n < v ca co z r-_ 0 z: a C> ro ro A 1 (n c> CD .-j C) C> ;5 '-d- < tr C> C)f CL + + Z F- 1--z m + + re) pe) u.J V) -,4, 0 C) v- v- 51W_i PNo uj5j.,6roJF <(/)(InmU)(n C-) FG 3 FG U -i 01) co U) + + v 354'3 n Q N 0*00'59" W 344.37' T- C) Z z F =:) c> F C> cf) V) 0 M + � is nn— N c -v; m— .550-02� o c> Lri 00 OF SIGHT umr (n - 11+00 1 12+00 13+00 MIN MADISON S STA. 10+00.00 C.L. TO 16+06.35 C.L. SCALE: 1" = 40' HORIZONTAL 1" = 4' VERTICAL 4+00 oil LINE TABLE 1pr WI Ll S 44-59'01" W 24. uJ uJ EG U) fr= LrA6-1 0 ;w FINISHED GRADE w Lu 2: GRADE BREAK LS m 0 ELEV ELEVATION cn PROPERTY LINE R/W ;o TC TOP OF CURB < TOP OF WALL LLJ TRACT BOUNDARY cr) 0 U1) Lc) WSJ n 00 =uj -j I uj C:p CN in + + U) (3 C) C) co K) 04 uj q4- u') W '17 Lq 04 z: 00 C-4 04 J14r. ;a -j Lo Co _3 + + 1 cn V) to ul) < C) wciti 1 6 4 9+75 10+00 11+00 ce- CC 12+00 45" 34' 13+00 11' 14+00 R/W P/L 31± --4-2' FOOTING EASEMENT PER THE FINAL MAP 6' WALL STATIONING CALCULATED w FROM THE BACK FACE OF WALL m 2.0% TO 4.- 1 2.0% 2% 1 PAD ELEV. A 15+00 PA R/W 2' FOOTING EASEMENT .3#± PER THE FINAL MAP WALL STATIONING CALCULATED I FROM THE BACK FACE OF WALL 376 374 372 370 368 366 364 362 360 358 356 354 352 350 .348 346 344 15+75 2.0% PAD ELEV. TO 41 11' 6* 45' 34! MADISON STREET rB-"\STA 10+00.00 TO 13+91.24 NO SCALE 372 370 368 366 364 362 360 358 356 354 352 350 348 346 344 3 F- W II t II uJ U.) so s R� 50 05 (n :z 0 (f) V) < M 40 .1 t ` ' J J 00 (n < v ca co z r-_ 0 z: a C> ro ro A 1 (n c> CD .-j C) C> ;5 '-d- < tr C> C)f CL + + Z F- 1--z m + + re) pe) u.J V) -,4, 0 C) v- v- 51W_i PNo uj5j.,6roJF <(/)(InmU)(n C-) FG 3 FG U -i 01) co U) + + v 354'3 n Q N 0*00'59" W 344.37' T- C) Z z F =:) c> F C> cf) V) 0 M + � is nn— N c -v; m— .550-02� o c> Lri 00 OF SIGHT umr (n - 11+00 1 12+00 13+00 MIN MADISON S STA. 10+00.00 C.L. TO 16+06.35 C.L. SCALE: 1" = 40' HORIZONTAL 1" = 4' VERTICAL 4+00 oil LINE TABLE LINE BEARING DISTANCE Ll S 44-59'01" W 24. CENTERLINE EG EXISTING GRADE FG FINISHED GRADE GB GRADE BREAK LS LANDSCAPE ELEV ELEVATION P/L PROPERTY LINE R/W RIGHT-OF-WAY TC TOP OF CURB TW TOP OF WALL PROPOSED BLOCK WALL TRACT BOUNDARY r --C> V7 r CN C) Lo CN U> co 1r)" to < c! to now, j-, WW co rorn Wuj-j co co o ui CD C> Lquj -J c> I 1 10 O a - 0; c3i a- - cV I C-4 UJLU cz) CD C> C) 00 u- WUi co CD uj d CN CN < cn < 111)u') m En cn, + U) -uj in + cn + IN cn + CN %- %- CD I -j 0) x 0 00 c r- 0 CL 0000 co 00 inn 00 C. 40 cn + C> oi c 01110) < Lr) to V.- co C)o IV- 1-tj AJ w C) w CD + + + r-3 W) t- C)o "ck C14 L0 c 00 < v- --j +j C*4 cc + -t- + Crir C11 0) C) o c; cs C) 0; 12 Lc) Cn oj co C) ul (n + C> I =')J F< c/) -t-t- co %- Lux.- cw, cq cn CIS cqcq �i 00 ±+ 0 C) n Lo < 0i tn CL (='Oi U) .44 -ce in F.- L4- En r4. 1 1 L M 4" J 04 m V) U'j + Lr- Vj C) + c/) Lm uj (1)6 u) + in En cn u) �; ",-J C. F- 01 V) cn En En (n a- < Lo ul) F c--4 F cn old "o 01 nn T-1 1 a A DAIN 21 1 1 If 0 'cn- C --3,i F- cn GRADE 7TOP OF FOOTING LANDSCA GRAX )E c) - 00 00 1 D PA GRADE po D GRADE W5 ;k >; LANDSCAPETOP 0 C>• f I uj u- ui -i CD GRADE u - C) C> 0 FOOTING 00 rj :z Ict a - 0 J- -L- Cool o Lj.. Lq 1 M I W)Md r-n- )P OF FO )TING <- ; Lo cq(o co CO to Ln nc�, CIO) c)r�, cnu,) -b rn O!C,4 CN cq Lo r-: .00 %- . WC6 W)LO Lo co vi Lo CD Lo Loto UD C6 L(oo co C6 ul) 368.23' cU Lti --I*- Lo vc) Lo Lo WALL SEC11ON 1 1 1 in Lo Irn >: 0 >:>: >:>: >:>: >:>: fc=: > > uJ > U. :> ui �1 ui __j uJ �iuj WW u- w -.j C�j ui u --i ui ui uj L, Uj ui Lo Pti a- 0600 o CqCN mc" cq r-.� C> nn a- C)a ©o 'Coto C, C, 0 o- to 1.0 _j _j Q- r4i mcm C>C:) --i c6 %.- j3- co F- j P j C4 00&1 5 0000 00 00 F9 00 00 5 -4- __j co + + + + + + + + + + + + + + + :z a Gid ;� z'- CL w 0- w 21 ;�;�u5i i z ;� wo .:e ;� UJ QQ 0 :z ui --1 -10 P— ui m (n U) 1--1--1- (n (n in cn En LIJ (n m (n En I F- cn U) cncn < - to V) cn < V) w cn i 118.34' 397.771 WAL SECTION 1 WALL SECTION 1 4 9+75 10+00 11+00 ce- CC 12+00 45" 34' 13+00 11' 14+00 R/W P/L 31± --4-2' FOOTING EASEMENT PER THE FINAL MAP 6' WALL STATIONING CALCULATED w FROM THE BACK FACE OF WALL m 2.0% TO 4.- 1 2.0% 2% 1 PAD ELEV. A 15+00 PA R/W 2' FOOTING EASEMENT .3#± PER THE FINAL MAP WALL STATIONING CALCULATED I FROM THE BACK FACE OF WALL 376 374 372 370 368 366 364 362 360 358 356 354 352 350 .348 346 344 15+75 2.0% PAD ELEV. TO 41 11' 6* 45' 34! MADISON STREET rB-"\STA 10+00.00 TO 13+91.24 NO SCALE 372 370 368 366 364 362 360 358 356 354 352 350 348 346 344 3 F- W II t II uJ U.) so s R� 50 05 (n :z 0 (f) V) < M 40 .1 t ` ' J J 00 (n < v ca co z r-_ 0 z: a C> ro ro A 1 (n c> CD .-j C) C> ;5 '-d- < tr C> C)f CL + + Z F- 1--z m + + re) pe) u.J V) -,4, 0 C) v- v- 51W_i PNo uj5j.,6roJF <(/)(InmU)(n C-) FG 3 FG U -i 01) co U) + + v 354'3 n Q N 0*00'59" W 344.37' T- C) Z z F =:) c> F C> cf) V) 0 M + � is nn— N c -v; m— .550-02� o c> Lri 00 OF SIGHT umr (n - 11+00 1 12+00 13+00 MIN MADISON S STA. 10+00.00 C.L. TO 16+06.35 C.L. SCALE: 1" = 40' HORIZONTAL 1" = 4' VERTICAL 4+00 oil LINE TABLE LINE BEARING DISTANCE Ll S 44-59'01" W 24. 42 9+75 10+00 2.0% 11+00 12+00 LEGEND. ABBREVIATIONS FL FLOWLINE CL CENTERLINE EG EXISTING GRADE FG FINISHED GRADE GB GRADE BREAK LS LANDSCAPE ELEV ELEVATION P/L PROPERTY LINE R/W RIGHT-OF-WAY TC TOP OF CURB TW TOP OF WALL PROPOSED BLOCK WALL TRACT BOUNDARY C:) Con- co C) co co < j-, WW Wuj-j o Lew) co 00 CD C> 0000 1c) c> I 1 10 O a - 0; c3i a- - cV cz) CD C) 00 w C4 co CD CN CN < cn < 111)u') m En 1' 10 + + + U) -- in + cn + IN cn + CN %- %- < < < < IV- 1-tj AJ CL E3- - ZL < F<- j:� V) V) V) c-.)Jl Cn oj V), - F- F- P -L V) IF V) oj V) I =')J F< c/) C=) j oil V) V) C::�j V) 001 "o T-1 1 a DAIN 21 1 1 GRADE 7TOP OF FOOTING LANDSCA GRAX )E c) - 00 00 po W5 ;k >; 0 C>• uj u- ui -i CD u - C) C> :z Ict a - 0 J- -L- Cool o Lj.. Lq 1 M I W)Md r-n- -I- n <- ; �� 9 w < ui 1--- -368.23' 368.23' --I*- WALL SEC11ON 1 1 1 42 9+75 10+00 2.0% 11+00 12+00 LEGEND. ABBREVIATIONS FL FLOWLINE CL CENTERLINE EG EXISTING GRADE FG FINISHED GRADE GB GRADE BREAK LS LANDSCAPE ELEV ELEVATION P/L PROPERTY LINE R/W RIGHT-OF-WAY TC TOP OF CURB TW TOP OF WALL PROPOSED BLOCK WALL TRACT BOUNDARY 372 370 368 366 364 36-22 360 358 356 354 352 350 348 346 344 342 14+00 TION LETTER SECTION LINE SHEET SECTION IS LOCATED P 13+00 LAJ W ILA Irl W F- wLAJ U) 0 U) 0 5-1 72 53 J C3 Q 62 1 1 CN C1 -j < LLJ CN r- LJ < J C4 v- C3 C3 m cj (3 W < C3 m + + cs 10, 110- r- V-: v- 06 v- %- 2: co 06 LAJ 00 LO V) re) 64 65 66 6�7 68 69 V) 6 0i LLJ cr- << 6371 N U') 1.0 z UJ F- F- a- + + _3 I Nc V) m (n (n 0 + + W LLJ C14( UJ 2: -j " " mom_ C -D --ce 5 2 Z C-5 0 4r\ S. FG 1� F (n < 0 "t C:) W cn < Ad p C-4 C> XjG '0/ ^A iz 'bo k4),/ 1b . :� a U-1 a) Q0 I Lj�% 41 . & cy% U) + + �oy - a v t v- \00 N 0*00'59" W 821.77' v 0 LO Lo ---550.00'=- 1 --- F-= in 00 0 u:f v— %., + + c?' O P, Fc—LINE OF SIGHTcr cn eicn V) M C*4 CD k.6— '' I I I Z — op -9 C�' cf� 00 > C� LINE OE SIGNT •cs� '._.� 0 1 1 j _ --d- cn 16 00 17+00 18+00 40.0. 5t 00 19+00 20+00 21+00 22t04 23t00 N 0000'59" W 1321.85 `�o� t 372 370 368 366 364 362 360 358 356 354 352 350 348 346 344 7 IF--'qft M A mLjm'1 S 0 N STREET STA. 13+91.24 C.L. TO 23+21.85 C.L. SCALE: 1" = 40' HORIZONTAL 1" = 4' VERTICAL LINE TABLE LINE BEARING DISTANCE Li N 45*00'59" W 24.07 *tz- 14+00 15+00 17+00 PA R/W f FOOTING EASEMENT PER THEnNAL MAP WALL STATIONING CALCULATED FROM THE BACK FACE OF WALL 2.07. m TO 4:1 372 370 368 366 364 362 360 358 356 .354 352 350 348 346 344 'ZAt) 18+00 19+00 20+00 21+00 22+00 22+75 45' 34! MADISON STREET STA 13+91.24 TO 23+21.85 NO SCALE 2-07o F- SCALE: 1 = 40' 40' 20' Os 40" 80' LEGEND. ABBREVIATIONS FL FLOWLINE CL CENTERLINE EG EXISTING GRADE FG FINISHED GRADE GB GRADE BREAK LS LANDSCAPE ELEV ELEVATION PA PROPERTY UNE R/W RIGHT—OF—WAY TC TOP OF CURB TW TOP OF WALL PROPOSED BLOCK WALL TRACT BOUNDARY CIS! C-4 C'i (n 00 CIO U-) C-4 PO CID co O re) >: Lq &AJ -j WW W Uj C) C) a C) cq I . Nt 10- 04 CN C4 1 ct --q- c%4 C4 m cN m C-4 LO W) + + W t-- + + + + + W CNI + W Wi U") U") M M 0: CIS! C-4 04 0:: 04 C*4 W c4 0: + + 0 oo + W co + 1� (71 R3 --d- + ch ch V) 41� m — W (n c) v cn %- cn (S.1 cn 1-1- W U 00 W cp U) cn 00 0) cn M,3- =0 1 ch (n 44 ed.-- (n c/ U-) V) U.) V) + V-) cn (Q to r*- cn W1 < a_ __j 8: :c -j '-j a: < V) c->jjkn c --*)j c c-ol I c C-->ilcn I L-)"Icn oil C=30 cl JA FL cn cn cn ;5 c/) c --*J 1;� cn ;� (n c --W i.- cn 3jl"< t —fig 1-5 00 00 2 ;d- - 10 PAD GRAD PAn GRADE .100 m C LANDSCRE GRADE MOM- MADE— TOP FOOTING U-) LO -c-4 C14 c% to c*4 r1i to Ul) LO L -*04 Ui to LO to co LO Ul) Uj >: Uj W lui W U.1 W fu __j .-j Uj W -i W __j WUj W Uja CD8 C) C) C> C> CD 010 M.0 r-) n co rn C) LO UI) 000c C6 14-114 -j In + ++ a- + ++ ++ + -f -j + 04 01 Wd %— W CN c' 'ce.4 W (n cn �n <1 U) V) Wv) V) V) cn cnim (n(1 Uj cn 844.65 ---TWALL SECTION 1 777 *tz- 14+00 15+00 17+00 PA R/W f FOOTING EASEMENT PER THEnNAL MAP WALL STATIONING CALCULATED FROM THE BACK FACE OF WALL 2.07. m TO 4:1 372 370 368 366 364 362 360 358 356 .354 352 350 348 346 344 'ZAt) 18+00 19+00 20+00 21+00 22+00 22+75 45' 34! MADISON STREET STA 13+91.24 TO 23+21.85 NO SCALE 2-07o F- SCALE: 1 = 40' 40' 20' Os 40" 80' LEGEND. ABBREVIATIONS FL FLOWLINE CL CENTERLINE EG EXISTING GRADE FG FINISHED GRADE GB GRADE BREAK LS LANDSCAPE ELEV ELEVATION PA PROPERTY UNE R/W RIGHT—OF—WAY TC TOP OF CURB TW TOP OF WALL PROPOSED BLOCK WALL TRACT BOUNDARY 'n0N MM SECTION LINE SHEET SEC*n0N IS LOCATED Know what's below. Call before you digi,