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HomeMy WebLinkAbout1.4-7044GENERAL 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 Kraaan & Associates, Inc. Report No. 022-07151 Dated 12-04-07 and 2-8-08, with an updated letter as project no. 022-18083 dated 3-24-2020. 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 `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 ® 7 days and 1800 PSI ® 28 days. C. Grout: 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. VICINITY MAP NOT TO SCALE ;�IP111��C�iI`.r.� MCINTOSH & ASSOCIATES 2001 WHEELAN COURT BAKERSFIELD, CA 93309 CONTACT PERSON - ROGER MCINTOSH (661) 834-4814 BENCHMARK: NORTHEAST CORNER OF CONCRETE ENCASEMENT AT THE NOTES CENTERLINE INTERSECTION OF PANAMA LANE AND BUENA VISTA ROAD. 1. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION THE CITY CONSTRUCTION INSPECTION DEPARTMENT AND ELEVATION = 348.61' (U.S.G.S DATUM) THE PARKS DEPARTMENT SHALL BE GIVEN 24 HOURS NOTICE. CITY CONST. INSPECTION DEPARTMENT 326-3049 BASIS OF BEARINGS: PARKS DEPARTMENT 326-3117 GENERAL NOTES THE BEARING OF N 89'08'46" W SHOWN FOR THE EAST -WEST UNE OF SECTION 30, T. 30 S., R. 27 1. BLOCK TYPE: SPUTFACE CONCRETE BLOCK (LANDSCAPE WALL ONLY) E. AS SHOWN ON PARCEL MAP No. 10155 MORTARED CONCRETE WALL (RETAINING WALL ONLY) RECORDED IN PARCEL MAP BOOK 49, PAGES 82 SIZE WALL: 6"x 8"x 16", 8"x 8"x 16" AND 83 IN THE OFFICE OF THE KERN COUNTY COLOR: STANDARD .GREY RECORDER WAS USED AS THE BASIS OF BEARINGS PATTERN: RUNNING BOND SHOWN HEREON. CAP: 6"x2"x16" MASONRY WALL CAP SANDSTONE BROWN PRECISON BLOCK 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. INDEX OF SHEETS 4. CONTRACTOR SHALL BE RESPONSIBLE FOR CLEARING & GRADING THE AREA ALONG THE WALL LINE. SHEET TITLE 5. CONTRACTOR SHALL OBTAIN AND PROVIDE ALL PERMITS REQUIRED BY C.O.B. BUILDING DEPARTMENT AND/OR PUBLIC WORKS DEPT. 1. COVER SHEET 6. ALL SURVEYING REQUIRED SHALL BE PROVIDED INITIALLY BY 2. MOUNTAIN VISTA DRIVE 3. BERKSHIRE ROAD DEVELOPER, ON A ONE TIME ONLY BASIS. ALL OTHERS WILL BE CHARGED OUT ON AN HOURLY BASIS. 4. BASENTO WAY 7. BEARING SOIL SHALL BE COMPACTED TO 909 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 AT 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 /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, 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" UNLESS NOTED OTHERWISE ON PLAN. ANY FORMWORK NECESSARY TO MAINTAIN THIS FOOTING WIDTH SHALL EXTEND BELOW THE FINISHED 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. ALL PROPOSED WALLS TO BE OWNED AND MAINTAINED BY CITY OF BAKERSFIELD. 18. COMPACTION TEST SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/SUBDIVIDER/CONTRACTOR. THE NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. 79 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. 20. UNDERGROUND SERVICE ALERT SHALL BE CONTACTED TWO (2) WORKING DAYS PRIOR TO CONSTRUCTION. 811. 21 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 29. ALTERNATIVELY, THE CITY ENGINEER MAY APPROVE CURBING BEHIND THE SIDEWALK OR OTHER METHOD TO PREVENT EROSION ONTO THE SIDEWALK. 2" CAP -STREET SIDE -� #5 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) STREET SIDE --,_/ 2% LANDSCAPE GRADE VARIES (6" MIN) 3Sx 3" CONCRETE BLOC CHAIRS SHALL BE USED TO PLACE FOOTING RE -BAR t 1 <2 I LOT SIDE -� o X o. W o a _ ,14HARRIS_ ROAp aZo-___W _ z N T. 30S., R. 27E., I- s 5I M. . M. iz OI PANAMA LANE TO EXTEND 24" FROM O Z PRO.�CT I Z al F ZI t1 � (24" MIN LAP SPLICE) I Ey I I M 'I 0 3 BERKSHI E ROAD M;2.�' � I rc y I 0, v MCCUTCHEN o ROAD a VICINITY MAP NOT TO SCALE ;�IP111��C�iI`.r.� MCINTOSH & ASSOCIATES 2001 WHEELAN COURT BAKERSFIELD, CA 93309 CONTACT PERSON - ROGER MCINTOSH (661) 834-4814 BENCHMARK: NORTHEAST CORNER OF CONCRETE ENCASEMENT AT THE NOTES CENTERLINE INTERSECTION OF PANAMA LANE AND BUENA VISTA ROAD. 1. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION THE CITY CONSTRUCTION INSPECTION DEPARTMENT AND ELEVATION = 348.61' (U.S.G.S DATUM) THE PARKS DEPARTMENT SHALL BE GIVEN 24 HOURS NOTICE. CITY CONST. INSPECTION DEPARTMENT 326-3049 BASIS OF BEARINGS: PARKS DEPARTMENT 326-3117 GENERAL NOTES THE BEARING OF N 89'08'46" W SHOWN FOR THE EAST -WEST UNE OF SECTION 30, T. 30 S., R. 27 1. BLOCK TYPE: SPUTFACE CONCRETE BLOCK (LANDSCAPE WALL ONLY) E. AS SHOWN ON PARCEL MAP No. 10155 MORTARED CONCRETE WALL (RETAINING WALL ONLY) RECORDED IN PARCEL MAP BOOK 49, PAGES 82 SIZE WALL: 6"x 8"x 16", 8"x 8"x 16" AND 83 IN THE OFFICE OF THE KERN COUNTY COLOR: STANDARD .GREY RECORDER WAS USED AS THE BASIS OF BEARINGS PATTERN: RUNNING BOND SHOWN HEREON. CAP: 6"x2"x16" MASONRY WALL CAP SANDSTONE BROWN PRECISON BLOCK 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. INDEX OF SHEETS 4. CONTRACTOR SHALL BE RESPONSIBLE FOR CLEARING & GRADING THE AREA ALONG THE WALL LINE. SHEET TITLE 5. CONTRACTOR SHALL OBTAIN AND PROVIDE ALL PERMITS REQUIRED BY C.O.B. BUILDING DEPARTMENT AND/OR PUBLIC WORKS DEPT. 1. COVER SHEET 6. ALL SURVEYING REQUIRED SHALL BE PROVIDED INITIALLY BY 2. MOUNTAIN VISTA DRIVE 3. BERKSHIRE ROAD DEVELOPER, ON A ONE TIME ONLY BASIS. ALL OTHERS WILL BE CHARGED OUT ON AN HOURLY BASIS. 4. BASENTO WAY 7. BEARING SOIL SHALL BE COMPACTED TO 909 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 AT 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 /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, 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" UNLESS NOTED OTHERWISE ON PLAN. ANY FORMWORK NECESSARY TO MAINTAIN THIS FOOTING WIDTH SHALL EXTEND BELOW THE FINISHED 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. ALL PROPOSED WALLS TO BE OWNED AND MAINTAINED BY CITY OF BAKERSFIELD. 18. COMPACTION TEST SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/SUBDIVIDER/CONTRACTOR. THE NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. 79 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. 20. UNDERGROUND SERVICE ALERT SHALL BE CONTACTED TWO (2) WORKING DAYS PRIOR TO CONSTRUCTION. 811. 21 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 29. ALTERNATIVELY, THE CITY ENGINEER MAY APPROVE CURBING BEHIND THE SIDEWALK OR OTHER METHOD TO PREVENT EROSION ONTO THE SIDEWALK. 2" CAP -STREET SIDE -� #5 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) STREET SIDE --,_/ 2% LANDSCAPE GRADE VARIES (6" MIN) 3Sx 3" CONCRETE BLOC CHAIRS SHALL BE USED TO PLACE FOOTING RE -BAR CITY OF BAKERSFIELD KERN COUNTY CALIFORNIA PUBLIC WALL CONSTRUCTION PLANS JL FOR TRACT NO. 7044 I R I -T� - r n - I I I 000�0�� " UNIT 2' ' %r�rr r -r -n-- r i 1 I i i I I" I" i i 1 1 i I i I I I I LIST OF MATERIALS BLOCK WALL LF 2365 t 1 <2 I LOT SIDE -� o X I a Q O 0I z a I- Z iz OI I TO EXTEND 24" FROM O Z I I- (24" MIN LAP SPLICE) 00 I io Ey I I SEALANT TO BE APPLIED � I _ I CITY OF BAKERSFIELD KERN COUNTY CALIFORNIA PUBLIC WALL CONSTRUCTION PLANS JL FOR TRACT NO. 7044 I R I -T� - r n - I I I 000�0�� " UNIT 2' ' %r�rr r -r -n-- r i 1 I i i I I" I" i i 1 1 i I i I I I I LIST OF MATERIALS BLOCK WALL LF 2365 8" MAX.(6'-8") 1'-4" MAX.(7'-4") BAR ® 8" O.C. -3 EA. #5 BAR WALL SECTION "A" HEIGHT: 8'-8" TO 7'-4- N.T.S. V _F "N ,ITA7 '11I I i 1 I a SHEET NO. INDEX SCALE: 1"=200' 2" CAP �-STREET SIDE -� #5 CONT. IN BOND BEAM (12" FROM TOP OF WALL) #4 VERT. BAR ® 24" O.C. (CENTERED IN WALL) (24" MIN LAP SPLICE) GROUT SOLID ALL CAVITIES #5 CONT. IN BOND BEAM (AT MID HEIGHT) 6"x 8"x 16" CONCRETE BLOCK STREET SIDE �A 8"x 8"x 16" CONCRETE BLOCK - #5 CONTINUOUS BOND (12"_ FROM TOP OF FOOTING) 2% LANDSCAPE GRADE VARIES (6" MIN) -- 3"x 3" CONCRETE BLOCK CHAIRS SHALL BE USED TO - PLACE FOOTING RE -BAR TYPICAL FOR ALL WALL SECTIONS: TOP OF FOOTING ON STREET SIDE PATH LANDSCAPE IRRIGATION 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 ENCOUNTERED DURING CONSTRUCTION SHALL BE CORRECTED AND SUCH CORRECTIONS WILL BE REFLECTED ON CORRECTED PLANS F R.C.E. NO. 55102 J a 4 BY: NICOLAS FIDLER, PUBLIC WORKS DIRECTOR R.C.E. NO. 61069 DATE DATE REVIEWED BY: STUART J. PATTESON, R.C.E. NO. 44898 DATE ASSISTANT PUBLIC WORKS DIRECTOR 3/2-7 1-2t)20 REVIEWED BY: RYAN STARBU.CK, R.C.E. 57651 DATE TRAFFIC ENGINEER SEALANT TO BE APPLIED BY WALL CONTRACTOR �- LOT SIDE -� <2 U LOT SIDE -� o X I a Q O 0I z a I- #4 "L" BAR AT 24" O.C. TOP OF FOOTING OI TO EXTEND 24" FROM O '00 TOP OF FOOTING (CENTERED IN WALL) I- (24" MIN LAP SPLICE) 00 I io SEALANT TO BE APPLIED (--BY WALL CONTRACTOR 8" MAX.(6'-8") 1'-4" MAX.(7'-4") BAR ® 8" O.C. -3 EA. #5 BAR WALL SECTION "A" HEIGHT: 8'-8" TO 7'-4- N.T.S. V _F "N ,ITA7 '11I I i 1 I a SHEET NO. INDEX SCALE: 1"=200' 2" CAP �-STREET SIDE -� #5 CONT. IN BOND BEAM (12" FROM TOP OF WALL) #4 VERT. BAR ® 24" O.C. (CENTERED IN WALL) (24" MIN LAP SPLICE) GROUT SOLID ALL CAVITIES #5 CONT. IN BOND BEAM (AT MID HEIGHT) 6"x 8"x 16" CONCRETE BLOCK STREET SIDE �A 8"x 8"x 16" CONCRETE BLOCK - #5 CONTINUOUS BOND (12"_ FROM TOP OF FOOTING) 2% LANDSCAPE GRADE VARIES (6" MIN) -- 3"x 3" CONCRETE BLOCK CHAIRS SHALL BE USED TO - PLACE FOOTING RE -BAR TYPICAL FOR ALL WALL SECTIONS: TOP OF FOOTING ON STREET SIDE PATH LANDSCAPE IRRIGATION 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 ENCOUNTERED DURING CONSTRUCTION SHALL BE CORRECTED AND SUCH CORRECTIONS WILL BE REFLECTED ON CORRECTED PLANS F R.C.E. NO. 55102 J a 4 BY: NICOLAS FIDLER, PUBLIC WORKS DIRECTOR R.C.E. NO. 61069 DATE DATE REVIEWED BY: STUART J. PATTESON, R.C.E. NO. 44898 DATE ASSISTANT PUBLIC WORKS DIRECTOR 3/2-7 1-2t)20 REVIEWED BY: RYAN STARBU.CK, R.C.E. 57651 DATE TRAFFIC ENGINEER SEALANT TO BE APPLIED BY WALL CONTRACTOR I I I 00 00m XXX QQQ I O 2:22 2'-6" N 0 OD st I I I NNa7 4 BAR ® 8" O.C. 3 EA. #5 BAR SHALL BE A MINIMUM OF 10" BELOW GRADE WHEN EXCEEDING WALL SECTION " B " 12" BEYOND THE FACE OF THE WALL THE FOOTING SHALL NOT BE OVER -POURED BEYOND THE DESIGNED DIMENSIONS ON THE HEIGHT: 8'-0" TO 9'-4" STREET SIDE OF THE WALL NOTE::_ TOP OF FOOTING CAN HAVE A MINIMUM OF 4" OF COVER IF IRRIGATION LINE IS PLACED N.T.S. BEYOND THE FOOTING. *MAX SPACING ON BOND BEAM REINFORCEMENT IS 48" O.C. _Z <2 U LOT SIDE -� o I a O 0I 47 #5 "L" BAR AT 24" O.C. TO EXTEND 24" FROM I- TOP OF FOOTING OI (CENTERED IN WALL) '00 (25" MIN LAP SPLICE) I I I 00 00m XXX QQQ I O 2:22 2'-6" N 0 OD st I I I NNa7 4 BAR ® 8" O.C. 3 EA. #5 BAR SHALL BE A MINIMUM OF 10" BELOW GRADE WHEN EXCEEDING WALL SECTION " B " 12" BEYOND THE FACE OF THE WALL THE FOOTING SHALL NOT BE OVER -POURED BEYOND THE DESIGNED DIMENSIONS ON THE HEIGHT: 8'-0" TO 9'-4" STREET SIDE OF THE WALL NOTE::_ TOP OF FOOTING CAN HAVE A MINIMUM OF 4" OF COVER IF IRRIGATION LINE IS PLACED N.T.S. BEYOND THE FOOTING. *MAX SPACING ON BOND BEAM REINFORCEMENT IS 48" O.C. Know what's beloW. Call before you dig. 4w bi 6 U Know what's beloW. Call before you dig. i 54 `♦X� i FP. 344.80 53 fP 344.80 / �♦ UNE TABLE W7N45*49'39E a UNE NO.ARING LENGTH L1 48'06°E r n "a L2 '11'54°W a � z 23.11' O F r- Q-• c� $ In ; � V` z �$ Ng %.. �. _ _ _� �OiO i 54 `♦X� i FP. 344.80 53 fP 344.80 / �♦ UNE TABLE W7N45*49'39E --------- IH UNE NO.ARING LENGTH L1 48'06°E 38.18' L2 '11'54°W 3818' L3 ° 23.11' EXISTING R/Wr vv a s Kmy MOUNTAIN VISTA DRIVE a « 12+00 UNE OF SIGHT - 53+OD 14+00 15+00 16+00 31 _ N00'48b3°E 414.00' 17+00 18+00 19+00 20+00 21+00 I 22+00 22+32 N00'48'03°E _ -- -- - IF�5 (N) 12'W R/W 550.00' UNE OF SIGHT 342 -550.06 UNE OF SIGHT'"_____-.._ 817.8 i 5 C '! 9 I'5 - 'a 3• Rey F�(N) IYWF1'5. Ic LI __ - 3_...tl_ _- __ _ _____ _____N00'48'03 _ _ _ __ __ �__--_-ANGLE POINT I 1 P O --j F____ -6 .2 --STA. 13+57.00, C.L QLOORL- i i i /L iIII GLE PZANT-1 f I STA 13+57.00,- WAi - - 31 - - - _ I _ _ I I�ilC,L ANGLEM - --- - - I a N 1I/ST0. 21+57.23 WAIL BOORT=A4+75. t C.L 48.00RT. - - - - - - 1 - - - - 5 STA. 14+71.00, WALL 1 r - - - - ANGLE POINTENDWALL CONSTRUCTION 1 a i130' BEGIN WA11 CONSTRUCITON 1 1 1 1 I S A. 21+7 56, G. 84.35RT= i i 55 TA iS 3+84,08 WL .00 RT = STA. 14+44.00 C.L 7$.00 RT. = I 1 1 SEETA. SHEETO3340OR CIXdTINUATION gfP 344.60 STA. 13+95.18 WALL l i �• i 1 i 30' STA 14+3282 WALL.I(N)8'W 1I564 3 1 4 1 FP 34510 i FP 345.20 I FP 34540 FP 345.80 FP346.8 $ 349.00 I FP 344 40 I O I fP 344.30 fP 344.60 I 11 1 fP 344.30 � ( I � I FP. 344.80 � FP 344.80 I i � fP 348.10 I F 'I BASENTO WAY BERKSHIRE ROAD SEE SHEET 4 MOUNTAIN VISTA DRIVE SEE SHEET STA. 10+00.00 C.L. TO 22+31.62 C.L. SCALE: 1" = 50' HORIZONTAL 5' VERTICAL 358,E -I --------- IH I by M= --------- :j- - 6 ----- -� .. Q-• - l ..._ 1358 358. %.. �. _ _ _� T -r r _ a... _.. ... I .___ _4 3 3p - O $O 2'O T._ - ------ y.}N.O 6 - N -!C !MLa -- 4 - - qp H - I 358 ;_. 3 3 3 Q 3 3'-- •. 3 Q < < < < WONNgN 6Ca 35611 -"'--- - .. ^ ® I { _ _ .._-_3 ____.--__� O, -Al N: - -_ - ___; ea - 1356 356 1 - - } -- -- -- -- - _ - < --- ----- - -- - - -� S- f?N W W q *-_ w "~ f ! 1 ',.,. li $ ! 6'p K'� ! N i N i'0* NI< - 354 - - g^ _____ 5^ g^ _ __ �- g^ ___--_ ____. _-__ --_-� * __ _41 g - 354 354j -- - y^ 5 + -gQ g_ g? --,y s� as - ad ti -+ - 354 y 11 y �+ g g+.I^+. .n- 1r 352 _._.. cY - to, _.. co __-_.-._ mo y -�--� cN -- �Ii co -------+---- -;---- cY vagi - 3521 -�'i _.__-{- �I�uri --c� a ♦1 _ _L-. _._ - t- -I-'n -I� {..__. I, 1--------;352 dv 'I 'I- c+�� cN vii ____ c�w�- ---- --- 1--_ _.. I,... .__ 1 s o I 352 350 350 350 I I !;, � 1 �• ', � o '. ,'. 348 SII 1'I ";, _ I 346 346 348,! -I 348 FlwSSi��{{ED c r �_ ':o ^ FYNISHED n 346 PAD&ADE -_-L- ' I __ r _ �_._. m ! I',.--- _-� _;I' 3__ 346 349 1 1 �1 °° ___'''_ __ -__ !PAD GRADE_.... _. -- ---.._-i 11 -- t - -`� 1 I., __- _ _ +� __i.- 1_ -J' _ _ / --4- -- - - - 346 2 <r 3 0 1__ _ -'-,�- _ _ - !� - 344' SLOPE- _-_. T- ix -1 i_- - 344.11'' - -,1 . __ _ ___ __t _� T-- 1344 r ____}------ ____., -,.. LS. ,GRADE �Fl.OWllNE a?- E GR WND -_ - ----_--1_ RONLINE L. GRADE-__..__- r �. 1 + T -ami ____I- cam- FOOTING ra 342 �_I� f O -0.00%hNG ! __I __--__.' am r _____ ___'__-_ w __----1 _.342 ___-- 342 '; 1 ---- I�I __L_.___ $ m �� TOP .+.''-_-._`!O - 5-0.x$Rw OF 340 ___ I n- c �'"__---1_- _ __I_ _.--i---- - I': -_t nn OS 0.00%�NG n p_ 1Yi 340 r s '..- •pi 9Si'' _ __-_- _--__ r7 •_- "'J _.____ ___ - I,�' LLJw1 wa.� ww-�_ 'Yo- `9L`9i- "";, 34B ti.>N- I ». _T__- '___ :� ., k-�k, k��"338 ' I W W J W I 338 38 t 9. $k�k k ;� 338 i''. , S doe "i ^f !, ',', !; 336 3q C' 10'G ++ _ -III -_ _-- - __-. - 1'+ il_ppy._ •_ 1 a ny ',-I _ __ _-I. _ 336 tV '..._- 2 nIn)'.._ _______�_�__ 1 �. __ _�.n-� ++ __.'__._ _ __-�__ 1-- -p I __il, w0a 1 �I - NN ! NN -1;,,.J NN -i fV GM`I-121 1!��YI<-4�< N� 336 T- Q 00 ! +� ..1M G f I.. 13 3{ Y wO "- y'_ J dY*.: li 1� NN "T I(~IlN j��I,, NInAN FFh �NV!NIn FQ - W NNN6t9 F Z 334 -_... __lR a_p&�« Fi, �i rnN - _.- _.-..754.T6 '.'Q ` L_ . ,'. -____ t9< 334 r a-._ UT Q6aQi _._.__ __ _ _ I_ _NNV~I i__ --�'.�_- '�_ ..__._ ISI I -. __.. _. _ - - L- A. �- -i 334 1 m LF OF PUBLIC WALL `~"v~i 140.99 LF OF PU C WALL 'i w -, 'm y a woo i___ ! x05.40 LFI OF PUBLIC WA _LSEE WALL SECTION °A• ON SHEET 1 1 T ! +a< v' 1WALL SECTION •A, ONSHE T i _L 11 -',---SEEiWALL SE,naw -B-ION. SHEET 5-1332 3321'__ - - - -- - - 10+00 11+00 12+00 13+00 14+00 14+00 15+00 40.78 WALL 16+00 97+00 18+00 19+00 20+00 180.05SEE LF OF PUBLIC 21+00 22+00 WALL 25.28 LF PUBLIC WALL SEE SHEET 3 FOR W SEE WALL ON SECTION '8• L SECTION SHEET 9 SEE WALL SECTION ON SHEET 'B• SFE WALL SECTION °A° CONTINUATION LL 1 ON SHEET 1 STA. 10+00.00 C.L. TO 22+31.62 C.L. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL LEGEND: CONSTRUCTION NOTES: TRACT BOUNDARY/ CL MOUNTAIN VISTA ROAD ABBREVIATIONS F.L. FLOWLINE �j TYPE °B° CURB k GUTTER -SEE STREET PLAN 48' Y LANDSCAPE EASEMENT C.L-CA CENIERUNE PER FINAL MAP ELEV. ELEVATION OZ 5.5' COMBINATION TYPE SIDEWALK -SEE STREET PLAN TW TOP OF WALL O3 PROPOSED IRRIGATION SLEEVE LS. LANDSCAPE 3 LF LINEAR FEET 4 O 2' WALL FOOTING EASEMENT PER FINAL MAP.a. 34' 11 I 2' WALL FOOTING TF TOP OF FOOTING EASEMENT PER R/W RIGHT-OF-WAY ® 120' STANDARD TYPE SIDEWALK -SEE STREET PLAN. i 1 FINAL MAP PROPERTY PA PROPERTY LINE (N) NEW © PROJECT PILASTER -SEE LANDSCAPE PIAN FOR DETAILS, w I (E) EXISTING < SI I (N) BLOCK WALL (2 RANCH RAIL FENCE -SEE LANDSCAPE PLAN FOR DETAILS. I QQ NEW SURVEY MONUMENT -SEE STREET PLAN OO EXIST NG SURVEY MONUMENT © WOODEN TRELLIS STRUCTURE -SEE LANDSCAPE PLAN FOR DETAILS. o L1 SEE LINE TABLE w I G 2, I ® ITEM OF WORK - SEE CONSTRUCTION SCHEDULE I m FINISHED PAD - - - TRACT BOUNDARY 2% 0 1 • PHASE BOUNDARY , ... - - - CENTEMJNE -' 2% (MIN) TO 4:1 (MAX) SECTION LETTER � PIPE SIZE (N) PAVEMENT - 12.W SEE STREET IMPROVEMENT PLAN 6' COMBINATION SIDEWALK -SEE STREET PLANS below. SHEET \-WATER LINE Know what's N0. n MOUNTAIN VISTA DRIVE 0811 before you dig. LJ (COLLECTOR) SCALE: HORIZ. 1'=10' (� 4n \ by M= I "' 5 I LENGTH i i N45'49'39"E 23.11' L2 S89'56'55"E I L3 S2626'57E 17.35' W5; R1 -1/R7-9 I w ¢r S26'33'OS"E 17.11' L6 ^T 17.07' �g S44'58'27"E 27.78' J-1 N4501'33"E 28.76' L9 6 III <� BERKSHIRE ROAD <� fE INTERSECTION/TRACT BOUNDARY I � 3' a STA. 18+0294 GL BERKSHIRE RD. 3' _ _ I _ __ - o CHETCO RIVER SL LINE OF SIGHT "' 5 I LENGTH L1 N45'49'39"E 23.11' L2 S89'56'55"E 108.59' L3 S2626'57E 17.35' W5; R1 -1/R7-9 I w ¢r S26'33'OS"E 17.11' L6 N2634'19"E 17.07' �g S44'58'27"E 27.78' J-1 N4501'33"E 28.76' L9 6 1�tiV 1E, L10 I N26'47'10"E I r�,i2 oM � MOUNTAIN VISTA DRIVE SEE SHEET 2 11 FP.349.00 10 _ LINE TABLE UNE N0. I BEARING I LENGTH L1 N45'49'39"E 23.11' L2 S89'56'55"E 108.59' L3 S2626'57E 17.35' L4 N2628'11"E 17.31' L5 S26'33'OS"E 17.11' L6 N2634'19"E 17.07' L7 S44'58'27"E 27.78' L8 N4501'33"E 28.76' L9 S26'4555"E 16.62' L10 I N26'47'10"E 16.57- aoa ae a� 6 LINE OF SGHTT /"55000' UNE OF _qMT \`ll 12 \� I 13 KOYUK RIVER STREET FP.349.00 UNE ^ 6 -- FP 349.00 5 �T li SCRIVIA COURT IN WALL GGNSTRUCTION STA. 17+52.65, WALL . 1 25.37 CA. 73.P7R7, I END WALL . 15+15.92, WALL I STA. 17+73.01 C.L. 78.34 RT. =3p• 3p• STA 18+24.58 F.L. STA. 17+81.43 F.L. IL 11 I 7 FP. 349.00 -�-- 18 -- FP 347.50 1 19 FP 34250 I CHETCO RIVER STREET BERKSHIRE ROAD STA. 10+00.00 C.L. TO 22+92.94 C.L. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL NOTE: ALL WALL STATIONING ARE BASED ON PROPERTY LINE. ON SHEET 1 " '^ , ' ON sT l 1 VN W=1 I m �mi I Jul Jul 362 362' i 360 360, 358 3581 356 356 354 354 352 3521 350 350 I 348 3481 346 3461 344 344 342 342 340 340' i 338 338 336 3 Of SIGHT SiA 20+92.99, WALL END WALL CONSTRUCTION i STA 21+090.4 GL 72,8 1 STA. 21+09.61, WALL 30 FP 347.70 29 i I_/ LAGO PUCCINI STREET 31— FP 347.60 32 CONSTRUCTION NOTES: TRACT BOUNDARY/ 7 ARBREVIATIONS CL BERKSHIRE ROAD 58' O TYPE "B' CURB & GUTTER -SEE STREET PLAN yl] 382 I F.L.FLOWUNE I »J C.L-CA CENTERLINE ELEV. ELEVATION wpN 5.5' COMBINATION TYPE SIDEWALK -SEE STREET PLAN I OF TLAIDSSCCAPELL ® PROPOSED IRRIGATION SLEEVE } - o -- -{_-- N� �..... 45' f3 i 2' WALL FOOTING +—� ,._.. -{358 �Im m �� EASEMENT PER TF TOP OF FW71NG O 2' WALL FOOTING EASEMENT PER FINAL MAP. m �I FINAL MAP R/W RIGHT -OF -WAV O 12.0' STANDARD TYPE SIDEWALK -SEE STREET PLAN. I a I 1I 3M PROPERTY UNE 11 O NEW © PROJECT PILASTER -SEE LANDSCAPE PLAN FOR DETAILS J.19 (E) EXISTING I i N) BLOCK WALL �> O7 RANCH RAIL FENCE -SEE LANDSCAPE PLAN FOR DETAILS. I Oo NEW SURVEY MONUMENT -SEE STREET PLAN z I 2 OO 74- : OB WOODEN TREWS STRUCTURE -SEE LANDSCAPE PLAN FOR DETAILS. � It Gk FINISH r i_._ I LS nNISHED 2' BENCH i __,—_ 350 , ® i`PAD AOE GIRt GE FINISHED PAD — i— }-�AD J_ 3 -- -- - ---- -PHASE BOUNDARY _ --- - - CENTERUNE J' 12' WIDE I TOV OF F ow wE O m :.6 TOP OF HE : n —PIPE SIZE 1YW Sn000R �3 a before dig. .5��, �f0071!{G d' U you __ _.. �3� - O S=O,OOR - rA N BERKSHIRE ROAD 4-- 3 1342 Fn •-� SCALE: HORIZ, 1"=10' I _ % h LGf, I m i_..X1340 I [LIF OF PUBUON �EE 1401SEC LF OFiPUABLI N{1336 --SEE-WALL ,S CTION SHEET 1 xxB 00 T8+00 Q 19+00 28.76 LF OF PUBIC WALL SEE WALL SECTION "A' INT SHEET 1 20+08 16.62 LF OF PUBLIC WALL21+00 16.57 L� OF PUBLIC WALL 22+00 SEE WALL SECTION "A" SEE WALL SECTION "A" ON SHEET 1 ON SHEET 1 23+00 LEGEND: CONSTRUCTION NOTES: TRACT BOUNDARY/ ARBREVIATIONS CL BERKSHIRE ROAD 58' O TYPE "B' CURB & GUTTER -SEE STREET PLAN F.L.FLOWUNE »J C.L-CA CENTERLINE ELEV. ELEVATION ® 5.5' COMBINATION TYPE SIDEWALK -SEE STREET PLAN I OF TLAIDSSCCAPELL ® PROPOSED IRRIGATION SLEEVE 45' f3 i 2' WALL FOOTING LS EASEMENT PER TF TOP OF FW71NG O 2' WALL FOOTING EASEMENT PER FINAL MAP. �I FINAL MAP R/W RIGHT -OF -WAV O 12.0' STANDARD TYPE SIDEWALK -SEE STREET PLAN. I a I PROPERTY UNE 11 O NEW © PROJECT PILASTER -SEE LANDSCAPE PLAN FOR DETAILS I (E) EXISTING I i N) BLOCK WALL O7 RANCH RAIL FENCE -SEE LANDSCAPE PLAN FOR DETAILS. I Oo NEW SURVEY MONUMENT -SEE STREET PLAN z I OO EXISTING SURVEY MONUMENT OB WOODEN TREWS STRUCTURE -SEE LANDSCAPE PLAN FOR DETAILS. � It SEE UNE TABLE I 2' BENCH i li , ® ITEM OF WORK - SEE CONSTRUCTION SCHEDULE 1 FINISHED PAD , — TRACT BOUNDARY 2% 3 -- -- - ---- -PHASE BOUNDARY _ ^ _ - ^_ CENTERUNE 12' WIDE 2% (MIN) TO SECTION LETTER (N) PAVEMENT WALKWAY 4:1 (MAX) Know what's below. A - —PIPE SIZE 1YW SEE STREET IMPROVEMENT PLAN a before dig. 2 you SHEET NO, WATER UNE rA N BERKSHIRE ROAD 3 (COLLECTOR) _ SCALE: HORIZ, 1"=10' I _ % h LGf, I MOUNTAIN VISTA DRIVE SEE SHEET 2 1 II 1 ------------1 I 2U Ii j I I $ I 1i n 2 1 $ r ky-------- 1 8 21 Z o 0 0 ILIxi3 tiC3-------- oo9+ 000 .Nx pdd c z+N 1 Foo 4 PROPOSED w o k'^^ 22 wOY j N. WALL U I I mH _ W LINE TABLE D+DD I+DO L3 12+ LINE# LENGTH BEARING A S i 3A' a 8 23 L1 57.25 S89' 11' 51.10"E 7Wn 2g7 I 0 L2 57.24 S89'11' 51.10"E I It i 4 PROPOSED\ 1_3 202.92 S89' 11' 51-10"E p gz It S. WALL Fi m p N w g U"i I 24 lI I C5 c33 odd I I I! egg 25 MOUNTAIN VISTA DRIVE KOYUK RIVER STREET SEE SHEET 2 BASENTO WAY STA. 10+00.00 C.L. TO 12+02.92 C.L. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL NOTE: ALL WALL STATIONING ARE BASED ON PROPERTY LINE. 354 o m 354 354 354 352 - 8 n a 352 352 - N ° -a G W 352 350 T p 350 350 — , ; 350 348 - 348 348 - r - 348 -- I � 1 346 346 346 - 346 344 ;_— .... _ GRADE ' ADE 344 AINISHED GRADE LANDSCAPE FINISHED Gf} 344 -- - -�—I 342 - �F.L342 3f'8FOOOOTING342 LANDSCAPE GRADEI FLOY,4INE 340 - 340- M 340 338 rt 338 338 nm 338 336 p 336 N 336 p „�j 3 p334 334 334 334 332 — m 572, z - 332 332 --- m N � 332 v.z4' 330 - - —'-- — - 330 9+50 10+00 11+00 330 -- --- - 5'---- -- - 330 o+Fn in -on 11 -On STA. 10+00.00 C.L. TO 12+02.92 C.L. STA. 10+00.00 C.L. TO 12+02.92 C.L. NORTH WALL SOUTH WALL SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 1" = 5' VERTICAL FILL All CAVITIES 24" SO. X 2" PRECAST CGRCREB PILASTER CAI ex2"06" SLUMPSTGRE CAP COLOR: GRAY 1 m 8"xIIN16" SPLIT FACE BLOCK( COLOR: GRAY 04 BAR - PLACED IN CENTER OF CAVITY 6"x8"x16" SPUT FACE CONCRETE BLOCK TO.EXTERIOR COLOR. CRAY STANDARD CONCRETE BLOCK COLOR: GRAY TYPICAL WALL ELEVATM- ALL STFEETS SCALE: NONE uu Altu ren LEGEND: CONSTRUCTION NOTES: FINAL MAP 8' BBBREMA71O Oj TYPE "B" CURB & GUTTER -SEE STREET PLAN F.L. FLOWUNE GL -CA ELEV. GENTERUNE ELEVATION 2O 5.5' COMBINATION TYPE SIDEWALK -SEE STREET PLANTw 2. TOP OF O PROPOSED IRRIGATION SLEEVE L.S. LANDSCAPELL LF LINEAR FEET O 2' WALL FOOTING EASEMENT PER FINAL MAP. BLOCK WALL wp 5' IF TOP OF FOOTING R/W RIGHT-OF-WAY - O 12.0' STANDARD TYPE SIDEWALK -SEE STREET PLAN. u PAL PROPERTY UNE 20R (N) NEW © PROJECT PILASTER -SEE LANDSCAPE PLAN FOR DETAILS. (E) EXISTING 2S MIN. TO SCALE: t" = 50' Q NEW SURVEY MONUMENT -SEE STREET PIAN O7 RANCH RAIL FENCE -SEE LANDSCAPE PLAN FOR DETAILS- 4:1 MAX• OIRB & GDTIER PER 50' 25' 0' 50' 100' EXISTING SURVEY MONUMENT O WOODEN TRELLIS STRUCTURE -SEE LANDSCAPE PLAN FOR DETAILS. 5' COMBINATION SIDEWALK PER STREET CONSTRUCTION PLANS STREET CONSTRUCTION PLANS L1 SEE UNE TABLE ® ITEM OF WORK - SEE CONSTRUCTION SCHEDULE ---------- TRACTBOUNDARY A SECTION A_ PHASE BOUNDARY 4 N. r.s. CENTERLINE 15 A SECTION LETTER—, —PIPE SIZE \-WATER UNE SHEET NO. Know what's below. Call before you dig.