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HomeMy WebLinkAbout1.4-61993 1/2"x 2 3/16"x 7 1/2'• RED BRICK CAP * 3 5 /8"x 7/16 "x 7 5/8" --- RED BRICK VENEER #5 CONT. IN BOND BEAM (12" FROM TOP OF WALL) __.. #4 "L" BAR AT 32" O/C (CENTERED IN BLOCK) (30" MIN. LAP SPLICE) GROUT SOLID ALL CAVITIES 6 "x 8 "x 16" CONCRETE BLOCK - STUCCO -- #5 CONT. IN BOND BEAM --- (AT MID HEIGHT) �.--- STREET SIDE 1 EA. 8 "x 8 "x 16" CONCRETE BLOCK-- TRACT 6199 WALL CONSTRUCTION PLANaq- O W J W ` LANDSCAPE GRADE --- NEATLY GROUT CAVITY VARIES (6" MIN) SEALANT TO BE AIED 10" BY WALL CONTRACTO PPLR CONCRETE FOOTI N G 4 ti #4 BAR 0 32" O.C. i�w M - 28" 3 "x 3 "x 3" CONCRETE BLOCK CHAIRS SHALL BE USED TO 3- #4 CONT. RE -BAR PLACE FOOTING RE -BAR * NO VENEER ON SOUTH ALLEN ROAD WALL SECTION 1 SCALE: 1 " -= 1' -0" 3 1/2"x 2 3/16 "x 11 1/2 PA RED BRICK CAP 2" #5 CONT. IN BOND BEAM (12" FROM TOP OF WALL) 3 1/2"x 2 3/16 "x 7 1/2* RED BRICK VENEER WTH ANCHOR TIES TO CONC. BLOCK WALL #4 VERT. BAR AT 32" O/C (CENTERED IN 6" BLOCK) (30" MIN. LAP SPLICE) GROUT SOLID ALL CAVITIES -- 6"x 8 "x 16" CONCRETE BLOCK #5 CONT. IN BOND BEAM (AT MID HEIGHT) LOT SIDE -­`x D W J Q Q LL Z 0 X 0 o w � Q �o = W o U) W STREET SIDE -- -�,�•- 3 EA. 8 "x 8 "x 16" CONCRETE BLOCK NEATLY GROUT CAVITY X SEALANT TO BE APPLIED BY WALL CONTRACTOR LANDSCAPE GRADE .r N VARIES (6 MIN) 2�' #4 " L " BAR AT 24 O/C (CENTERED IN 8" BLOCK) 12" 12" CONCRETE FOOTING o - #4 BAR 0 32" Q.C. w 3 " 3 "x 3 "x 3" CONCRETE BLOCK CHAIRS SHALL BE USED TO 3- #4 CONT. RE -BAR PLACE FOOTING RE -BAR WALL SECTION 4 CHAMBER 0 ALLEN SCALE: 1" = 1'--O" CONSTRUCT NEW MASONRY WALL _ w i SHEET a `,� ai - fc r � } ,4 F� "• ., z Ci - 77�N Lj. } je 3 CONSTRUCT New MASONRY WALL LOCATION MAP scuF: r=zoo. 3 1/2-x 2 3/16 "x 7 1/2'! RED BRICK CAP * 3 5/8 "x 7/16 "x 7 5/8" -- RED BRICK VENEER #5 CONT. IN BOND BEAM (12" FROM TOP OF WALL) #4 "L" BAR AT 32" O/C (CENTERED IN BLOCK) (30" MIN. LAP SPLICE) GROUT SOLID ALL CAVITIES 6 "x 8 "x 16" CONCRETE BLOCK STUCCO -�-- #5 CONT. IN BOND BEAM ---- -- (AT MID HEIGHT) �-- STREET SIDE --�� 2 EA. 8 "x 8 "x 16" CONCRETE BLOCK PAL �r LOT SIDE = 1, W 6 "X 8"X 16" SM OOTH of W o "-SEALANT TO BE Q J z Q � L� °� HIGHWAY _T_ O o W Q wl t^ 0 � C J QG CD O W U) o OVER OR. CAMINO MEDIA LL � oo X N Q -NEATLY GROUT CA TY `- SEALANT TO BE APPLIED BY WALL CONTRACTOR LANDSCAPE GRADE VARIES (6" MIN) 12" CONCRETE FOOTING .. #4 BAR 0 32" O.C. 32- 3 "x 3 "x 3" CONCRETE BLOCK CHAIRS SHALL BE USED TO 3- #4 CONT. RE -BAR PLACE FOOTING RE -BAR * NO VENEER ON SOUTH ALLEN ROAD WALL SECTION 2 SCALE: 1 IV = 1' -0" RED BRICK SINGLE BULL NOSE ON 3 1/2" x 2 3/16" x 7 1/2" 1 RED BRICK STUCCO FACE 6 "x 8 "x 16" CONC. BLOCK GROUT SOLID ALL CAVITIES PLAN TER - X SEALANT TO BE APPLIED BY WALL'' CONTRACTOR N g., #5 CONT. IN BOND BEAM (12" FROM TOP OF WALL) #4 "L" BARS AT 32" O/C 30" MIN. SPLICE (CENTERED IN WALL) 00 #5 CONT. IN BOND BEAM Ep (AT MID HEIGHT) 27 ! LANDSCAPE GRADE VARIES (6" MIN) o A¢ x #4 BARS 0 32" O/C .-- d- 3- #4 CONT. RE -BAR 3"x 3 "x 3" CONCRETE BLOCK 24" CONCRETE FOOTING CHAIRS SHALL BE USED TO PLACE FOOTING RE -BAR WALL SECTION 5 i PLAN TER SCALE: 1" = 1' -0" VICINITY MAP 3 1/2"x 2 3/16 "x 7 1/2 PA � RED BRICK CAP _� #5 CONT. IN BOND BEAM _ (12" FROM TOP OF WALL) STUCCO (STREET SIDE ONLY) #5 VERT. BAR AT 32" O/C - (CENTERED IN 6" BLOCK) (30" MIN. LAP SPLICE) GROUT SOLID ALL CAVITIES --- 6"x 8 "x 16" CONCRETE BLOCK - #5 CONT. IN BOND BEAM ---- (AT MID HEIGHT) �- SUMP SIDE �.�•- �-- STREET SIDE --�� 4 EA. 8 "x 8 "x 16" CONCRETE BLOCK LANDSCAPE GRADE VARIES (6" MIN) 0 r Z M 3 "x 3 "x 3" CONCRETE BLOCK CHAIRS SHALL BE USED TO - PLACE FOOTING RE -BAR 2" LOT SIDE = 1, COVER SHEET 6 "X 8"X 16" SM OOTH of FACE CONC. BLOCK N o "-SEALANT TO BE W a w J 0 CONTRACTOR r HIGHWAY _T_ O o (n W P� o co 0 ! rn QG CD o o OVER OR. CAMINO MEDIA I � � p�PP M ING AVENUE t!� OC CO O O CO W NI/ �� U -)3 w U) HAM ER � ,� J W &V Q Of �. �°, O v 'z w Q, w W WHITE LANE m M coo U VICINITY MAP 3 1/2"x 2 3/16 "x 7 1/2 PA � RED BRICK CAP _� #5 CONT. IN BOND BEAM _ (12" FROM TOP OF WALL) STUCCO (STREET SIDE ONLY) #5 VERT. BAR AT 32" O/C - (CENTERED IN 6" BLOCK) (30" MIN. LAP SPLICE) GROUT SOLID ALL CAVITIES --- 6"x 8 "x 16" CONCRETE BLOCK - #5 CONT. IN BOND BEAM ---- (AT MID HEIGHT) �- SUMP SIDE �.�•- �-- STREET SIDE --�� 4 EA. 8 "x 8 "x 16" CONCRETE BLOCK LANDSCAPE GRADE VARIES (6" MIN) 0 r Z M 3 "x 3 "x 3" CONCRETE BLOCK CHAIRS SHALL BE USED TO - PLACE FOOTING RE -BAR 2" LOT SIDE = 1, COVER SHEET 6 "X 8"X 16" SM OOTH J (n W FACE CONC. BLOCK N o "-SEALANT TO BE W a f5 .! 0 CONTRACTOR r Z O o (n W y. -1 co 0 ! rn o o W i I � W J a W J W W r N Q [NEATLY GROUT CAVITY SEALANT TO BE APPLIED BY WALL CONTRACTOR #5 "L" BAR AT 8" O/C (CENTERED IN 8" BLOCK) 12" 12� . CONCRETE FOOTING 4 .. #4 BAR 0 32" O.C. t 1 A ii 3- #4 CONT. RE -BAR WALL SECTION 3 SCALE: 1 It 1'--O" RED BRICK SINGLE BULL NOSE ON 3 1/2" x 2 3/16" x 7 1/2" RED BRICK 3 5/8 "x 7/16 "x 7 5/8" RED BRICK VENEER #4 VERTS. AT 32" O/C (CENTERED IN WALL) #5 CONT. IN BOND BEAM (AT MID HEIGHT) STUCCO SEALANT TO BE APPLIED BY WALL . _ CON TRACTOR 5" LANDSCAPE GRADE VARIES (6" MIN) - 0 w , •. J t I 3 "x 3 "x 3" CONCRETE BLOCK 16" CHAIRS SHALL BE USED TO PLACE FOOTING RE -BAR 8 "X 8 "X 16" SMOOTH FACE CONC. BLOCK WALL SECTION 6 PLANTER SCALE: 1" -= 1' -0" INDEX OF SHEETS SHEET TITLE 1, COVER SHEET 6 "X 8"X 16" SM OOTH J (n W FACE CONC. BLOCK N SOUTH ALLEN ROAD "-SEALANT TO BE J 0 Q APPLIED BY WALL 0 CONTRACTOR J #4 BAR 0 48" O/C � a 3- 4 CONT. RE-BAR # B WALL SECTION 6 PLANTER SCALE: 1" -= 1' -0" INDEX OF SHEETS SHEET TITLE 1, COVER SHEET Z, SUMP WALL 3, SOUTH ALLEN ROAD 4. CHAMBER BLVD. 5, DETAILS ENGINEER'S STATEMENT: HEREBY CERTIFY THAT THESE PLANS AND SPECIFICATIONS COMPLY WITH CITY OF BAKERSFIELD O INANCES, STANDARDS, AND DE I N CRITERIA, AND THAT THEY IN E A IMP ME T REQUIREME OF THE ADVISORY AGEN OR OTHE EW BO RD. AM RESPON LE FOR ALL LCULA SAND DRA G ON THESE PLANS, AND NY ERRORS, ISSIONS O N F OSE ORDINANCES, STANDARDS AND DESIGN C ITERtA S L BE OR DURING CONSTRUCTION. ROGER A. Mcl TOSH R.C.E. 33322 DATE REVIEWED BY: � TRAFFIC tNGINEER SSISTANT PUBLIC WORKS DIRECTOR APPROVED BY: � ���ay PUBLIC WORKS DIRECTOR DATE RAUL M. ROJAS, R.C.E. 39880, EXP. 12/31/05 GENERAL STRUCTURAL NOTES GENERAL A. All work shall be performed in accordance with applicable sections of the Uniform Building Code (UBC). 1992 Edition. FOUNDATIONS A. For allowable soil bearing values refer to the Soil Bearing Schedule or the soils report as provided. CONCRETE A. Materials: 1. Reinforcing: Deformed ASTM A615, Grade 40. 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 0 28 Days. 2. 5.0 Sacks of Cement (min) per Cubic Yard. 3. 1 1/2v Aggregate (max). 4. 4" Slump max). C. Admixtures: Only as approved by the Engineer. 1 ASONRY 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 Q 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. BENCH MARK: car)) O Q 0 0 W 00 � 0 I Q I �t jUJ U 00 G� r1 w o 0 V) W Y M G3 0 (1,1 r 0 0o (0 o 0 z w 0 0 U) r m o � v � U TOP OF CONCRETE MONUMENT AT THE NORTHEAST CORNER OF SECTION 12, 30/26. ELEVATION = 364.075 (USGS DATUM) PER TRACT 5863. NOTES �. " 1. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION ,? " PO I THE CITY CONSTRUCTION INSPECTION DEPARTMENT AND `Uj` n ;' U THE PARKS DEPARTMENT SHALL BE GIVEN 24 HOURS d o NOTICE. a °� z X CITY CONST. INSPECTION DEPARTMENT 326 -3049 5 PARKS DEPARTMENT 326 -3117 GENERAL NOTES 1. BLOCK TYPE: MORTARED CONCRETE BLOCK SIZE WALL: 6 9"x 8" x 16" & 8" x 8 "x 1629 COLOR: STANDARD GREY PATTERN: RUNNING BOND CAP: RED BRICK WITH WHITE MORTAR 2. ALL STATIONING DATA WAS CALCULATED AT PROPERTY LINE. 3. HEIGHT OF WALL SHALL BE 6' -0" MIN. MEASURED FROM GROUND AT HIGHEST SIDE OF WALL. 4. WALL IS TO BE CAPPED WITH RED BRICK AS NOTED ON PLAN. ONLY STREET SIDE OF WALL TO BE STUCCOED. 5. CONTRACTOR SHALL BE RESPONSIBLE FOR CLEARING & GRADING THE AREA ALONG THE WALL LINE. 6. CONTRACTOR SHALL OBTAIN AND PROVIDE ALL PERMITS REQUIRED BY 1C.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. 8. 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. 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 (EVEN QUARTERS ON 32 FOOT SPACED PILASTERS). HORIZONTAL MORTAR COURSES ON BLOCK SHALL BE 1 /2" �1 /8 ". ALL REIFORCING 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. BLOCK COLOR SHALL BE UNIFORM IN TEXTURE AND COLOR. CONSTRUCTION OF VENEER SHALL MATCH EXISTING SURROUNDING SEVEN OAKS WALLS. STUCCO SHALL BE FINISHED WITH A FINE SAND FINISH TO MATCH EXISTING SURROUNDING SEVEN OAKS WALLS. 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. ALL TRACT SIDES OF WALLS ARE TO BE PAINTED WITH TWO COATS OF APPROVED MASONRY PAINT. COLOR TO MATCH OTHER SEVEN OAKS WALLS. 17. 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. 18. 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 FOR THE WORK PERFORMED WITHIN THE RIGHT -OF -WAY AND INSURANCE SHALL BE POSTED PRIOR TO ISSUANCE OF THE PERMIT. m � z a cn U J � a z z o � O � U t!� OC CO W W � UN w ,� J W Q Of �. �°, 3 v 'z w Q, w m coo U g V a: r" I- s C U U C9 U w r w d- co <U N Q a CO- z a U J � a z o � � U o OC CO W W � UN ,� J W Q 9 �°, 3 v Q, w m coo U g V a: r" I- s C l0 U a souT�] r r'� O vi �e I I I I I � I �]LLr�v ROJA-D ELi/V 3 NOTE: ALL STATIONS OF WALL (LOT N �c) O Q 0 N � � L'36 T-.15 .... _..... ANGLE POINT STA. 43 +85.93 C.L. ALLEN ROAD, 64.19' RT = �� STA. 43 +85.85 WALL TIE INTO TRACT 6086 WALL c\i 0 o /<r /ct 16 0 C,')/ F 357.6 a 15 FP 357.5 SUMP WALL PLAN VIEW SCALE: 1" = 50' AND OFFSETS ARE TO THE BACK SIDE) UNLESS OTHERWISE NOTED. FP 354.9 -� FP 355.4 ;. / ANGLE POINT 1 *ft% c STA. 11+79.83 C.L. BI ERSTAFF DR., 155.0' RT STA. 13 +15.36 WALL TIE INTO TRACT 6055 SUMP WALL E *: FP 357.3 , SUMP SIDE z Iw CL � LOT SIDE I FINISHED PAD 2% MIN. 6" MINIMUM TYPICAL tsm-:0 N A SCALE 1 " =5' 370- 370 . . • . . . . . . . . . 368 : - - ... • • . . • _ . . . ... - . • .• - . • • . • S • . - • r • . . . •. - . . . . . . ... • . . . • . . - - •• - . . . i • . - • , . . . . r . . - . i . . . - •- • - • ... . . - . • . • . . -• • • . �� • . 1` • _ ' 366 366..... .... ... .... .... .. .... .... .....••• - -.... ........ - -- •- .• • • •. -. �• : . : .- . -. -. i . . : . • - -. . . . . ♦. . . . 364 ' ... ... ` .. • - - • . ` . . . • • .. ... ... ' 364 .. .. ..... ... .. .. .. .._ •. •. • w w w • • • • � • 1 . • • • • • • • • • w • . a s3—- 362 •.•.... •- • ... ............i.•••._w .................... .•.•.•_•- ....•......r.•- •.••so- .. -.► -• ..r......_ • • • • • • 0 • • • • • • • • • • • - • • • w 0 360 • .. .. .. .:.. .. ....... . _ .: . .. :. ..... ... . . .• . • .. � 360 _ • NISR PAD - - _ • _ . • • ♦ FINISI� PAD . . . . . n ♦ TRACT 6199 . TOP OF 358' - - -• -• -•- - - -• .. •. .. •.. .• .. .• .. ... &.BLOCK..•....: ...:. ..• .... •.. •358 _ .;E . _ . TOP OF SUMP . FINISH PAD . . .._. • - -- 356 356 - ...................... -TRACT 605.5 ' - . w 354 L .... a..... •- - .............� . .. .... .. ... .. .. • .. . • ...................s 354 . TQP OF FOOTING I . . . . . . , . . . 352_ ................ ......... ......._......-----a-----.-- .....--- .,....�........... - - -_ .�.,... .,......._....352 43 c�-4 0 r7 45 46 n co 47 �, 48 00 0o d' d- M r7 a- Lo Lo Lo Lo 0 O W w wJ W W) Q W WW WW W I Lo ,/ {y O T w w w w w Z 0 ©Q Oc� U W 0 !n ui O Z tf) d d + + + + + + O OO MM r7 .r- W _ � dWdd Wdd Zdd t? U3 d () � (n En to to U 315.36 LF WALL SECTION 3 (W /0 STUCCO) PUBLIC WALL WALL PROFILE SCALE: HORZ. t° = 50' UERT. 1" = 5' LEGEND.: ABBREVIATIONS CL RT LT BC EC PC PCC PRC LF STA ELEV PA R/W TW RAD FL LS R T L D DESCRIPTIONS CENTERLINE RIGHT OF CENTERLINE LEFT OF CENTERLINE BEGIN CURVE END CURVE POINT ON CURVE POINT OF COMPOUND CURVE POINT OF REVERSE CURVE LINEAL FEET STATION ELEVATION PROPERTY LINE RIGHT OF WAY TOP OF WALL RADIAL BEARING FLOWLINE ELEVATION LANDSCAPE ELEVATION RADIUS OF CURVE TANGENT OF CURIE LENGTH OF CURVE DEGREE OF CURVE O .,r d-; vi �e I I I I I � I �]LLr�v ROJA-D ELi/V 3 NOTE: ALL STATIONS OF WALL (LOT N �c) O Q 0 N � � L'36 T-.15 .... _..... ANGLE POINT STA. 43 +85.93 C.L. ALLEN ROAD, 64.19' RT = �� STA. 43 +85.85 WALL TIE INTO TRACT 6086 WALL c\i 0 o /<r /ct 16 0 C,')/ F 357.6 a 15 FP 357.5 SUMP WALL PLAN VIEW SCALE: 1" = 50' AND OFFSETS ARE TO THE BACK SIDE) UNLESS OTHERWISE NOTED. FP 354.9 -� FP 355.4 ;. / ANGLE POINT 1 *ft% c STA. 11+79.83 C.L. BI ERSTAFF DR., 155.0' RT STA. 13 +15.36 WALL TIE INTO TRACT 6055 SUMP WALL E *: FP 357.3 , SUMP SIDE z Iw CL � LOT SIDE I FINISHED PAD 2% MIN. 6" MINIMUM TYPICAL tsm-:0 N A SCALE 1 " =5' 370- 370 . . • . . . . . . . . . 368 : - - ... • • . . • _ . . . ... - . • .• - . • • . • S • . - • r • . . . •. - . . . . . . ... • . . . • . . - - •• - . . . i • . - • , . . . . r . . - . i . . . - •- • - • ... . . - . • . • . . -• • • . �� • . 1` • _ ' 366 366..... .... ... .... .... .. .... .... .....••• - -.... ........ - -- •- .• • • •. -. �• : . : .- . -. -. i . . : . • - -. . . . . ♦. . . . 364 ' ... ... ` .. • - - • . ` . . . • • .. ... ... ' 364 .. .. ..... ... .. .. .. .._ •. •. • w w w • • • • � • 1 . • • • • • • • • • w • . a s3—- 362 •.•.... •- • ... ............i.•••._w .................... .•.•.•_•- ....•......r.•- •.••so- .. -.► -• ..r......_ • • • • • • 0 • • • • • • • • • • • - • • • w 0 360 • .. .. .. .:.. .. ....... . _ .: . .. :. ..... ... . . .• . • .. � 360 _ • NISR PAD - - _ • _ . • • ♦ FINISI� PAD . . . . . n ♦ TRACT 6199 . TOP OF 358' - - -• -• -•- - - -• .. •. .. •.. .• .. .• .. ... &.BLOCK..•....: ...:. ..• .... •.. •358 _ .;E . _ . TOP OF SUMP . FINISH PAD . . .._. • - -- 356 356 - ...................... -TRACT 605.5 ' - . w 354 L .... a..... •- - .............� . .. .... .. ... .. .. • .. . • ...................s 354 . TQP OF FOOTING I . . . . . . , . . . 352_ ................ ......... ......._......-----a-----.-- .....--- .,....�........... - - -_ .�.,... .,......._....352 43 c�-4 0 r7 45 46 n co 47 �, 48 00 0o d' d- M r7 a- Lo Lo Lo Lo 0 O W w wJ W W) Q W WW WW W I Lo ,/ {y O T w w w w w Z 0 ©Q Oc� U W 0 !n ui O Z tf) d d + + + + + + O OO MM r7 .r- W _ � dWdd Wdd Zdd t? U3 d () � (n En to to U 315.36 LF WALL SECTION 3 (W /0 STUCCO) PUBLIC WALL WALL PROFILE SCALE: HORZ. t° = 50' UERT. 1" = 5' LEGEND.: ABBREVIATIONS CL RT LT BC EC PC PCC PRC LF STA ELEV PA R/W TW RAD FL LS R T L D DESCRIPTIONS CENTERLINE RIGHT OF CENTERLINE LEFT OF CENTERLINE BEGIN CURVE END CURVE POINT ON CURVE POINT OF COMPOUND CURVE POINT OF REVERSE CURVE LINEAL FEET STATION ELEVATION PROPERTY LINE RIGHT OF WAY TOP OF WALL RADIAL BEARING FLOWLINE ELEVATION LANDSCAPE ELEVATION RADIUS OF CURVE TANGENT OF CURIE LENGTH OF CURVE DEGREE OF CURVE l ('e I C^l I Z O cn w 0 v m 0 U LLB � N l ('e I C^l I C.L. INTERSECTION STA. 36 +76.35 ALLEN ROAD = STA. 10 +00.00 CHAMBER BLVD. 7� 39 +00 40 00 101 yc o — -- — — -- — _ _---- 41+00 ! BEGIN WALL STA. 37 +60.56 C.L. ALLEN ROAD, 75.0' RT = W D STA. 10 +70.82 C.L. CHAMBER BLVD, 85.301 LT = v 5..#/ css STA. 37 +60.56 WALL OF S�GA-� 550' 1011E ..... ....... 15= — --- --- --- -- 44 00 — — — _� ANGLE POINT STA. 43+85.93 C.L. ALLEN ROAD, 69.20' RT STA. 43 +85.85 ALLEN WALL = ANGLE POINT STA. 10 +00.00 SUMP WALL {� STA. 43 +85.93 C.L. ALLEN ROAD, 64.19' RT = Q M , ti 1/ STA. 43 +90.85 WALL .0m soft mmw- am-low- am N01 *14'42"E 305.98' t N t � + 1 C ANGLE POINT STA. 40 +66.54 C.L. ALLEN ROAD, 75.0' RT = t TA. 40 +66.54 WALL i QJ C.r� Q) 1 ct) _21 t � v Ao 1 fl c) t c HI I r-, j r-� f j 0 U/ r V_ r r`� vrfr r j f� ut SOUTH ALLEN ROAD PLAN VIEW scams: 1° = so' N00012'12 "E �� 319.31' i i i 1 i TIE INTO TRACT 6086 WALL �A z 0 Ji 6' NOTE: zx ALL STATIONS AND OFFSETS ARE TO THE BACK OF WALL (LOT SIDE) UNLESS OTHERWISE NOTED. SIDEWALK oco i 370......_...... ... ... ... ... ... ... ..._.•....P .....N.......... {..�,. �+ (, 0a . . _ • 3 368r .... ...... ...... .......��. .., .......... , . � � � u,. -• - -. A L • • • • - -• ••• •' .. '.•` ••• •••` ••�' . • •366 366 . • ........ .... . ....... .... : .... : .. .... ; S_ ,. ,..... .....f .... ; .... ; .... �... •..... ,..... •... �, ... ... . • . .. . . .• _ •. .� . . . . . . • - • 5 =0 _ • • • . . ` . . • . • . . • : . . • . • . ' Y• i .. ` 364 364, _ • • w • • • • • r • . • • .0 . . . • • • • • • • . • • • . • • . • . • . . . • . . . . • • . • • • . . w• • • r • • • • • . • • • ♦ _ • . • • • • s • • • • • • • • s • . • • . • • • _ • • ♦ /� • • _ W . . . . . . . . . . • . • • w w w • 14- • . • .. • .... • • ...:....:....: ..:.... •.... • • - .... • .. .3..� -.. -• .... :362 362' .- - - • ... .. .. •. • w • LANDSCAPE a • _..•� mom mom �..�..... GRADE . � . • t TOP OF GRADE • • 8 Lfl K - - . • . • . _ - • _ - -' - - - . :. . PAD . . . : • - - - •- - - - - • - - - - • • - . . •SEE TRACT 6086 360 360! .. • _. .. - .._..�. ... .. . - . 'GRADE . •11�iALL FLANS • . . . . . ! . .' . . . . . . . �. . . . . . . . . . . . . . • . • • • • -- - - - - r -: . . • _ - - - - • . • • • . • , 358 • ° SOP OF FOOTING . .S.'0% ...• ••..••.•..•.••.••.. •••••- :...._356 . . . . : : . . .. ... co • • f 356 . -�- T f • • - • L.--TOF; OF FOOTING • s =0� • . . :--- --. . . • . . . . . . . . { . . . /•`y� {.i^)j • • !_ • • • • •. • • • - • • • • • • • • •• • . . • : • . • . i . • • . L . . . . . • • • •• • . • ' r"L NJ • • - • • . .• • • • • • • • 1 • • . • • • . •i • • . • •- • • • • • • . • . - - • • • • •• • • • • .• • • . t 1 • • • • i . • • . •. . . • • •. . . . • • . . . • • • .��� w� {'�i �� -� -j 354 354=.. .. . .352 352 ... .... .. .... .... ... ... ... .. -• - -- ... •• - - - -•- ••- - -- -.. ... .... .•.. .. .... 42 43 44 38 9 40 41 37 N coo 0 o 0n to oo w Oro to � ? d:ao ao ao 00 d- ao w 00 ai �' Lo roM M ttn M Mtn MM MM = MM K? < r— » » > > » » > > » > uJ W W JJ JJ w JJ JJ JJ Q J� J co ww ww w ww w ww Qw w ww wo w 0 0 w w w w w w Lo Lo Lo Lo w w am, 00 00 M co J 0 Oo 0O Zco Z`oto z0Q .3 z ,� ,� — ,� ,� � � � � 0 00 0000 rn a °° a. ++ ++ ++ O ++ +F- Qo � O M mot- .4- w �- �- W W .) U� [� �Q Q wQQ wQaC Ld < WO<< 0Q � Z 1a- F_ F_ �a- ta- � ta- f`�- Z t-- F- �- F- F- F- F- F-- �-- F- t- f- I- Z t- �-- Z F- Q :2< U) to to to to to to Q cn to to to to u} to to to to ¢ cn to Q to 289.44 LF WALL SECTION 1 24.93 LF W SECTION 2 WALL PROFILE SCALE: HORZ. 1" =.50' VERT. 1 " = 5' PUBUC WALL 302.92 LF WALL SECTION 1 4.00 LF WALL SECTION 2 5.00 LF WALL SECTION 2 4.00 LF WALL SECTION 3 (W /STUCCO) J 0' Y m Z 16' _!-1 7' I ~ .i LANDSCAPE Q EASEMENT w a- 0 30-1 PER TRACT 6199 it LL I 0- 0 I = I 1 LANDSCAPE AREA 1 I I I Z' HINGE 2� M�N•- POINT 4:ti MAK' 6" MINIMUM TYPICAL.. ECIION A SCALE 1 "= 5' 3 loxe: mi 0 ABBREVIATIONS CL RT LT BC EC PC PCC PRC LF STA ELEV PA R/W TW RAD FL LS R T L D DESCRIPTIONS CENTERLINE RIGHT OF CENTERUNE LEFT OF CENTERLINE BEGIN CURVE END CURVE POINT ON CURVE POINT OF COMPOUND CURVE POINT OF REVERSE CURVE LINEAL FEET STATION ELEVATION PROPERTY LINE RIGHT OF WAY TOP OF WALL RADIAL BEARING FLOWUNE ELEVATION LANDSCAPE ELEVATION RADIUS OF CURVE TANGENT OF CURVE LENGTH OF CURVE DEGREE OF CURVE FINISHED PAD ,m z O V)) 5; w ry W 0 C) m c; C-) Of w VJ W � MN J >,a �k�t [J--f �j 50 JJ% 0 /\1 E) Jill rl I V- / o��� �• GN �,�� Ra �G� P Q•g� G' �. P� $ �'c ' t 35 9.0s2� �Q • U- ' PSG k1�•a APL B�G� gE.R � L� O Ll Ari � 1 S� PSG 4kg� 6 AD �G�NZ G� GH 1 SAP. �Q �A R r � 33 1 � 35 7 t � • ► 351.8 3 51 0 1.5 58.0 358 . d � 5 �, o fp*3 CIO 1G t .. - • ?i : u G G�-• j GPM w' G G•2 P1J- �, C�- �R P • . Zk6 • N. ` �� � z R �• 1.0� t �� FPM$ ` , �\ .. .. r .r 45A 12� • P � • -A N. j SA •, �Al I R.G- S _ S� P• P 6 Al, R=614.00 t 14'0T SA N aka 4 32 L= 151.45' T =7 � � sA P• ` - �� �, 4� fi.11 �tP R� � 6p8� MRRR R'1045. 009 G - ,P III G� ��, � \ _ 5.50 _ 48 56b . Vj g� 5 13 P- N c b _< ! Q i • �1k 2�1 af s-�P, �,�� • 13 +00 r _ o 1 _ c� i CN / 4 NOTE: ALL STATIONS OF WALL (LOT AND OFFSETS ARE TO THE BACK SIDE) UNLESS OTHERWISE NOTED. CHAMBER BOULEVARD PLAN VIEW SCALE: 1" = 50' %U `-' CU 0 N tt? 00 r" l 7 3/ 0�.•••! ••.- ••.- .._i♦- ._- aw•.- �!- •..!•. .+.-. w� :..•.IL r ♦tw•bI;•.•- .��,•.• -b!cO .l.� .- .��• -•.�• ••• •• �•••• •. _.•�•. �i.• �v •a. 7.. ••. � -• +a e� �i/ • r .• l�cV .. . to • Q Q v� -1- L U3N (/)N V)N V) in U) to WQ WM WO Wm fit[? W� WO WN Wtf) V,j00 r `\ %[� ]� - - . . . . . - - •. - - . s O:. �. • Q- Q �.1 c - • . - J- . - . . . . � `- . •• J 'r- 4F_ , . _jj s-•� 004 . . . . ii)- d^ . - .. -U) e%' • . - - i� � - - - - - %r) stir - - V) Lo - - U). �►l _ ws4' � - - • . - V 7 �. ... . . . .f 4 368 ',� ` F- F.- -� _ — _ — — '� Q �-- Q V_ Q V_ Q V- — ''� <c � a Q V_ a r- Q V_ S=0%. t'0 el . �. M. vii can Vi '� W Q ' ci Q ci Q ci ac can • cL <t FL Q • cL Q IL Q E Q 366 .. ... .. .. .. '560% �/ • • .. .. .. .. ♦ • .. .. .- .- -. . . : .- .- . . . (A . ar) .- tf} -. - -• ({(`mil\ . • V7 : VJ . ifl .ail -. VI -. . . . . . . . . . . . . . ��a. . 364 - .. ... .. - . s .• . - -. . M . . . • . . a . . co w w 1 0 w • • • • • s • • 0 • - . • .•. t. om • • ♦ • . _ w • • w • • • • . • • . • • • • • :362 . • . • . . - • _ •• • • . . . • • . . . • • • • . . . . - . • . ♦ • . • 36 2♦ • . • . • . - • . • • • t . • • • • t • .- • • •. • w •` • PAD 00 .00 • TOP GRADE L NDSCAPE' . $ .gLQC _ • P.AD .: . ... . • . . • . • . .. • . • . • 360 _.. .....- -...._ . -- - - - - - -- .... .. •GAE 360 .. .... ..... ... ..... .....•• ... GRADE . . . . . . . . . . . . . . . . . . . . . . . . s • • • • 358 .. .. 358 . s C- N w 356 •.. ••.•• .. .. ... •• ..•... _ - 356 0 . • . . . . . . . . . . • . • .. .. . . . . . . . - . j . = • . _ . • . TOP OF FOOTING • . - c J • . 354 • ... . .. - ♦ .. • .. • T 354 =- .•.. ..... .• ; FLOWINE TOP OF FOOTING . . . . 3520 .. �....• - -. ... -- - - -- - -- ... ... ...�-- •.•....• .•.• •...� .. . •....'352 10 11 D 12 13 14 la 16 17 U z co co Z 00 h � t� ri m CO C6 66 Ca (6 C[i Cfl CO 1.() LC3 to M n r7 M Q M Lo � U to to Of it) Lo to �.t') to � Lo to to ,j to n F- _ W W W U W W O{ j F, j F.W._ W W J W W W U W J W O_ W O_ W a_ W W W V) w w 1Dww ww w �ww Qw ww �w Qw a-w o-w oww Ujo 2 V) co t w w w w i w � w w w w w w t 0 O (p �r} M' j Li- 0 4i LL. 00 t- Z N N I- J F- F- M F- 0 F- F-• U - Qz� Z� Z�h zCOZO) ZNCV 0V_ �r, Z J �� ZLo ZN0 F'•FNN _jar -� � © O O 0 C3 O N � tl. � �.. ,�.. � �.. 0- �.. � -�- � -}- m -1- -}- � + F- OL.+ a + OL ++ a- +a-+ a ++ 0+ O O 00 V_ V_ N N N d` tf) I u) L0 Q t` W r-- W .- W � v- W W T- W v- � V_ W v-- �- W v- W T- r- T- ? r- _ U J J OL J _j I J Q_ _j L]_ J _j . a- • U F- 0 Q CD Q W U Q Q 0 1 U Q U Q Q W Q W Q Q U Q W <C U Q O Q W Q< 0 <� �--- Z F-- Z F- F- Z F- F- Z F-- Z F- Z F- F- f-- F- F- F- F,- Z F- F- F- Z F- Z F- F- F- F- Z F- Q :2 Q V) Q U) U) Q to V) Q V) <C V) Q V) V) V) V) V) V) V) Q V) V) to <C V) <C V) V) V) V) W V) :2 52.28 LF WALL SECTION 4 94.89 LF WALL SECTION 1 94.89 LF WALL SECTION 2 158.15 LF WALL SECTION 1 all 188.74 LF WALL SECTION 2 PUBLIC WALL 58.93 LF WALL SECTION 2 WALL PROFILE SCALE: HORZ. 1° = 50' VERT. 1' = 5 of r LINE DATA ERNE LENGTH BEARING L1 3.34' S89.45'18 "E L2 2.67' S01014142W L3 2.67' S84i 8'48 "E L4 3.34' S05'45'52"W CURVE DATA CURVE RADIUS LENGTH DELTA TANGENT C1 24.00 39.26' 93'43132 25.61' C2 1055.50' 176.29' 09'34'09" 88.35' C3 986.00' 52.36' 03'02133° 90.86' C4 1710.00' 5.00' 1 00'10'04" 2.50' 8' 14' 6' SCALE 1 "— 5' 4 LEGEND: ABBREVIATIONS CL RT LT BC EC PC PCC PRC LF STA ELEV PA R/W TW RAD FL LS R T L 4 SIDEWALK DESCRIPTIONS CENTERLINE RIGHT OF CENTERLINE LEFT OF CENTERLINE BEGIN CURVE END CURVE POINT ON CURVE POINT OF COMPOUND CURVE POINT OF REVERSE CURVE LINEAL FEET STATION ELEVATION PROPERTY LINE RIGHT OF WAY TOP OF WALL RADIAL SEARING FLOWLINE ELEVATION LANDSCAPE ELEVATION RADIUS OF CURVE TANGENT OF CURVE LENGTH OF CURVE DEGREE OF CURVE O U10 LLJ Z I�(- Gt99 k" z 0 V) W 0 U C6 Q U f,K w cl- (. j w co d N I�(- Gt99 k" cl