Loading...
HomeMy WebLinkAbout1.4-6642 Record Drawings-- - -r 7-77T �.� -: --- tea. -r-- C ANULUE GENERAL STRUCTURAL NOTES • INDEX CAF SHEETS I SHEET TI TLE I GENERAL. ' COVER E SHEET UNIVERSITY AVENUE A. All work shall be performed in accordance with - - - -- ---------- - -" --� ! 2- COLLEGE A VE N U E � � PANORAMA d i a applicable sections of the California Building Code ! i Q �,� (CBC). Current Edition. ! K N CAN YON ROAD o� x O U 4 10 �`� FOUNDATIONS !� � 1 AUBURN STREET ISO � ! 5. WALL DETA{LS FREEWAY 178 A. For allowable soil bearing values refer to the Soil Engineers, Inc. � { _z HIGHLAND z� I z_ Preliminary Soils Report No. 02 -9892, dated 4 -25 -2002. � ' o KNOLLS o� z CONCRETE DRIVE .w Cn J PROJECT J W ' NOTE: 1. PRIOR TO THE START OF-ANYPHASE Sl TE 1. ' Reinforcing: Deformed ASTM A615, Grade 40. � ! OF 2. Cement:. Portland Cement, Type 11, ASTM C -150. i � CONSTRUCTION. ' COLLEGE AVENUE 3. Aggregate: ASTM C -33. THE CITY CONSTRUC11ON o° COLLEGE AVENUE a ` ► INSPECTION DEPARTMENT SHALL BE GIVEN 4. Water Clean and Drinkable. � of a B. Concrete Mix Design For Footings and Wall: t , CD 24 HOURS NOTICE. TELEPHONE 326-3049 F 1. Class "B" Concrete, 2500 PSI 0 28 Days. t t l 2. 5.0 Sacks of Cement (min) per Cubic Yard. � � 3. 1 1/2 ,t Aggregate (max). W ALL MATERIALS SUPPLIED FOR THIS PROJECT o 4. 4 Slump (max). t � W ° C. Admixtures: only as approved by the Engineer. ► ; WILL REQUIRE A CERTIflCATE OF COMPLI o . AN CE � W �______ _ _ -____ __________. _ M z STATING THAT THE REQUIREMENTS & STANDARDS MASONRY _ -_ -� � PIONEER DRIVE SET FORTH BY THE CITY OF BAKERSFIELD HAVE A. Materials: � BEEN MET. 0 1. Concrete Block Masonry Units: ASTM C -90 ! 2. Reinforcing Materiels: .ASTM A615, Grade 40 i 0 deformed. rn ° �'- a0 3. Admixtures: Only as approved by the Engineer. I LO NO SCALE Q d- ° N B. Mortar: 1. Strength. Type S, 1200 PSI 7 days and 1800 PSI P/L O Z op ® 28 days. ' „ „ U � d- o - -- !- 6"x 2"x 16 SPLIT FACE BLOCK t Z O I m C. Grout: { P/L P/L o Q Q J - o 1. Strength: 1500 PSI 0 7 days and 2500 PSI 0 28 J days. 6 "x 2 "x 16" SPLIT FACE BLOCK t „ 6 "x 2 "1 16" SPLIT FACE BLOCK 2 W CO 2. Concrete block masonry units shall be dry and j I t clean before grouting operation. , 3. "Wet setting" of the first course of block will be allowed. { 2" 5 CONT. IN BOND BEAM w cfl I # „ 2 0 [Z � = I (12 FROM TOP OF WALL) w O NI , O � 5 #4 VERT. BAR AT 32" O.C. � N � m # IN BOND BEAM W m x r I CONT. IN BOND BEAM 5 CONT. (12" FROM TOP OF WALL) (CENTERED IN WALL) a (12" FROM TOP OF WALL) 3 (30 MIN. LAP SPLICEES) Q Q w Q m z 4 #4 "L" BAR AT 32" O.C. Z #4 VERT. BAR AT 32" O.C. t (CENTERED IN WALL) w - - -- -- - - -------------- (30" MIN. LAP SPLICES a (CENTERED IN WALL) } j (30" MIN. LAP SPLICES w I � GROUT SOLID ALL CAVITIES © w } GENERAL NOTES w Ww 6 "x 8 "x 16" CONCRETE BLOCK _ co w � � a W __�' ; =' ;' GROUT SOLID ALL CAVITIES � J GROUT SOLID .J LOT SIDE ALL CAVITIES z ac / , - w 1. LL BLOCK TYPE. LOT SIDE ? o � � � � � - o I �--- 2 �� 3 i- O O O O „ 2 MORTARED 8 "X $ "x 16" STANDARD CONCRETE BLOCK '�, ; = �- ;'' / 6 "x 8 "x 16" STANDARD CONCRETE BLOCK w O � w (n I` Ir #5 CONT. IN BOND BEAM w 6 x 8"X 16 CONCRETE BLOCK � » 1 ,: °f = w � AT MID HEIGHT- O w ) O � wI - r w MORTARED 12 x 8"x 16 STANDARD CONCRETE BLOCK � ' (0 (� a0 J o 1� CJM` = I Q � = I w #5 CONT. IN BOND BEAM w MORTARED 16' x 8 "x 16" STANDARD CONCRETE BLOCK #5 CONT. IN BOND BEAM � � 0p � J � COLOR: STANDARD GREY �� (AT MID HEIGHT `° AT LOT SIDE o � . ;= �� } O (n w w ( MID HEIGHT) �� W W 0 O 0 w� N� > U �{/�■ . W Y/ ` l PATTERN. RUNNING BOND =_ _ ir CAP: 1 " GROUT �,,�` STREET SIDE -�� 4 �. �- a o o eL > #4 "L" BAR AT 32" O.C. > d: J a z w - TO 48" ABOVE TOP OF FTG. 2 OR 3 EA. 8 "x 8 "x 16" CONCRETE BLOCK (30" MIN. LAP SPLICES) rn 5 2. ALL STATIONING DATA WAS CALCULATED AT PROPERTY LINE. -� "=200' 1 3. ss = SCALE: (SEE WALL PROFILE) F U) W ' /`x.38 � SEALANT TO BE APPLIED " �� W HEIGHT OF WALL FENCE SHALL BE 6 --0 MIN. MEASURED FROM GROUND AT ;= ' � o or 1 EA. 8 "x 8 "x 16" CONCRETE BLOCK BY WALL GO '� x� CONTRACTOR x w 2.75 4 TO 5 EA. 8"X 8"X 16 CONCRETE BLOCK " „ " 4 HIGHEST SIDE OF WALL. ;:' SEE WALL PROFI 29� Q oo Q � STREET SIDE w ( LE} FIRST COURSE NEEDS TO BE g �� (SEE WALL PROFILE) #5 L BAR AT 16 O.C. > SEALANT TO BE APPLIED TO 56 ABOVE TOP OF FTG. Q X� X.. o / ; ; '� MORTARLESS JOINT CO A BY WALL CONTRACTOR „ 4. WALL IS TO BE CAPPED AS NOTED ON PLAN. w CO w I` � w w � w � � (30 MIN. LAP SPLICES) LANDSCAPE GRADE 1 O" 1 Q" � .� v 2% FIRST COURSE NEEDS TO BE MORTARLESS JOINT w wl 5. CONTRACTOR SHALL BE RESPONSIBLE FOR CLEARING 8c GRADING VARIES (s" MIN) 2 w w KEY MAP N THE AREA ALONG THE WALL LINE. = `� LANDSCAPE GRADE 12" � " N � " - 2.75 STREET SIDE o #4 BAR 0 32" O.C. VARIES (s" MIN 12 �,�' } SEALANT To BE APPLIED 6. • ,,� X X w 7 CONTRACTOR .SHALL OBTAIN AND PROVIDE ALL PERMITS REQUIRED �- w �,,� BY WALL CONTRACTOR Q 2 Q o BY C.O.B. BUILDING DEPARTMENT AND /OR PUBLIC WORKS DEPT. � EE T NO., � N D � � � 2� O r, FIRST COURSE NEEDS TO BE wl 3 EA. #4 BAR CONTINUOUS o 4 BAR ®32 O.C. r,N MORTARLESS JOINT wI O 7. ALL SURVEYING REQUIRED SHALL BE PROVIDED INITIALLY BY 3 "x 3 "x 3" CONCRETE BLOCK 2' -4" O ©0 ap DEVELOPER, ON A ONE TIME ONLY BASIS. ALL OTHERS WELL BE CHAIRS SHALL BE USED TO 3 EA. #4 BAR CONTINUOUS LANDSCAPE GRADE 14" '� 4" CHARGED OUT ON AN HOURLY BASIS. PLACE FOOTING RE -BAR 3 "x 3 "x 3" CONCRETE BLOCK 2,T$" VARIES (6 MIN) OC w CHAIRS SHALL BE USED TO „ f 4 oc PLACE FOOTING R - o RE -BAR BAR 8. BEARING SOIL SHALL BE COMPACTED TO 90� OF MAXIMUM DRY AR A � 32 O.C. DENSITY AS DETERMINED BY A. S. T.M. D -1557 TO A DEPTH OF WALL SECTION 1 # o ac INCHES BELOW BOTTOM OF FOOTING. z » - � 2 $ �'< N.T.S. 3 EA. #4 BAR CONTINUOUS � V) 3 "x 3 "x 3" CONCRETE 3' -�" � 9. WATER PROOF SURFACE WITH 1/4 THICK ASPHALTIC WATER ETE BLOCK PROOF COATING OR APPROVED EQUAL AS PER CITY STD. NO.L -$ �%ISION �4PPIZCyVED $Y: IRC�`�Z A. J111GIAITOS�I WALL SECTION 2 CHAIRS SHALL BE USED TO DA'T'E PLACE FOOTING RE -BAR OAT ONLY THAT PORTION BELOW LOT PAD GRADE DOWN TO FOOTING. R•G•E. 333 2 N.T.S. z M ALL OTHER SURFACES ABOVE THE FOOTING SHALL BE SEALED WITH E�CP. 6 4 O� 3 14 U) CLEAR WATER SEAL SUCH AS AQUA -SEAL OR APPROVED EQUAL. _I 10. EXPANSION JOINTS SHALL BE CONSTRUCTED IN EACH PILASTER U) WALL SECTION 3 W N ALL WALLS, AND A MAXIMUM DISTANCE BETWEEN EXPANSION 1­- W JOINTS OF 60' IN WALLS WITHOUT PILASTERS. N.T.S. o< W 11. BLOCKS AND BRICKS SHALL BE SET ON GRADE, TRUE, PLUMB - m Q 0 6 "x 2 "x 16" SPLIT FACE BLOCK _,:_ � = �� � ' °C N STRAIGHT. CURVES SHALL BE LAID OUT ON NO GREATER ]elf /E� v i P/L -, i Y c� AN 8 FOOT CHORDS. �S��N �P��D M�1AN SWAw �►�'T`E 6 "x 2"x 16" SPLIT FACE BLOCK ,� I t P/L � AL MORTAR COURSES ON BLOCK SHALL BE R•C•E. 321%'$ i :r S .1/2 �1 /$ ". ALL REINFORCING STEEL SHALL BE TIED FIRMLY IN s- ; > m EXR 1 31 t 2" f � Uj V1 IN PLACE PRIOR TO PLACEMENT OF BLOCK. OPEN END BLOCK WILL BE „ r a . S WED IN GROUTED CELLS ONLY. NO BROKEN BLOCK , WILL BE ALLOWED. ALL CONSTRUCTION OF NON- MODULAR PIECES 5 CONT. IN B w o 0 SHALL BE DONE WITH SAWCUTS. # BOND BEAM a jtk. w _z s x 9 3' " : f Q „ #5 CONT. IN BOND BEAM (12 FROM TOP OF WALL)` 1+ 4, er p co 00 t J {�/ (12 FROM TOP OF WALL) a , LOCK COLOR SHALL BE UNIFORM IN TEXTURE AND COLOR. 13. CONTRACTOR SHALL VERIFY LOCATION OF UTILITIES PRIOR TO - COMMENCEMENT OF WORK AND NOTIFY ENGINEER IF CONFLICT WITH UTILITIES EXIST. CONTRACTOR SHALL BE RESPONSIBLE FOR - R Iq EPAIRS TO DAMAGED UTILITIES CAUSED BY HIS FORCES, BUT #4 VERT. BAR AT 32" O.C. COSTS TO RELOCATE IN THE EVENT OF PROPER NOTIFICA- #4 VERT. BAR AT 32" O.C. (CENTERED IN WALL) w TfON AHEAD OF THE CONSTRUCTION. (CENTERED IN WALL) © (30" MIN. LAP SPLICES) _ 14. ALL PROPER (30 MIN. LAP SPLICES} V J R!"WIR A ETY PRECAUTIONS, INCLUDING SHORING AND ✓� . y .'�yy"��f, E � W �� SSTATEMENT . RACING OF WALL, SHALL BE PROVIDED BY THE CONTRACTOR, O GROUT SOLID ALL CAVITIES z Q _ c� IS ESPECIALLY IN THE EVENT THAT FULL HEIGHT GROUTING METHOD GROUT SOLID ALL CAVITIES � O 6 "x 8"x 16" CONCRETE BLOCK ED. w o w THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR 6 "x s "x 16" CONCRETE BLOCK ~ I UNDER E R M Y DIRECTION R E C TI w ON AND TO THE BEST OF MY KNOWLEDGE AN 15. PRIOR TO INSTALLATION OF ANY SIGNAGE, SUBDIVIDER SHALL SUBMIT TWO o w - o D I 1 0 BELIEF COMPLY WITH CITY OF BAK.ERSFIELD ORDINANCES, STANDARDS, #5 CONT. IN BOND BEAM LOT -f = COPIES OF SUBDIVISION IDENTIFICATION SIGN PLANS TO THE BUILDING DIRECTOR � � - SID f-" E AND DESIGN CRITERIA AND INCLUDE ALL IMPROVEMENT REQUIREMENTS � S C w c • FOR REVIEW AND APPROVAL PURSUANT TO BMC SECTION 17.60.110 (N). ONE #5 CONT. IN BOND BEAM � LOT SIDE -� ao COPY OF THE SIGN PLAN SHALL ALSO BE SUBMITTED TO THE PARKS DIVISION O � � i w OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD. . L w1 _� STREET SIDE -�� 6- 1 AM FOR REVIEW AND APPROVAL. SIGN PLANS SHALL INCLUDE COPY, DIMENSIONS, RESPONSIBLE �`'"' O FOR ALL CALCULATIONS AND DRAWINGS ON COLOR, MATERIALS, LIGHTING, ANCHORAGE AND LOCATION OF SIGN(S). STREET SIDE --�,�•� E �� O 0 SE PLANS AND ANY ERRORS, OMISSIONS, OR VIOLATIONS OF h n THOSE ORDINANCES, STANDARDS AND DESIGN CRITERIA SHALL BE �, ° _j CORRECTED DURING CONSTRUCTION. ao I Q 16. FOOTINGS SHALL NOT EXCEED THE WIDTH SHOWN ON THE PLANS BY MORE I Q „ „ � r, w � 3 5 EA. 8 x 8"x 16 CONCRETE BLOCK ° 5 "L" BAR AT 8" O.C. O oQ w THAN 2 ANY FORMWORK NECESSARY TO MAINTAIN THIS FOOTING WIDTH � w r # w w W 5 EA. 8 "x 8 "x 16" CONCRETE BLOCK „ „ w TO 78" ABOVE TOP OF FTG. � � SHALL EXTEND BELOW THE FINSIHED TOP OF GRADE AT LEAST 16" OR THE #5 L BAR AT 16 O.C. V) w T_ CIO TO 78" ABOVE TOP OF FTG. w (30" MIN. LAP SPLICES) " " Q , =-- DEPTH OF THE FOOTING, WHICHEVER IS LESS. „ W (30 MIN. LAP SPLICES) Q #5 CONT. IN BOND BEAM " X X > - #5 CONT. IN BOND BEAM „ > 2.75 Q -2 0" 17. N OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF 2.75 X X� Q 0D Q 1 3 OR 4 EA. 12 "x 8 "x 16" CONCRETE BLOCK o APPROYE0 BY: JOHN ROBISON R.C.E. 210 SFIELD PUBLIC WORKS DEPT. FOR ANY WORK PERFORMED WITHIN 91 12 "x 8 "x 16" C �- I � w I SEE WALL P w I w I ; DATE CONCRETE BLOCK O ( PROFILE) EXP. 9-30-07 v in� t(Ov 1 OR 2 EA. (SEE- WALL PROFILE) SEALANT TO BE APPLIED SEALANT TO BE APPLIED BY WALL CONTRACTOR BY WALL CONTRACTOR 3" 2% 3" FIRST COURSE NEEDS TO BE FIRST COURSE NEEDS TO BE MORTARLESS JOINT B.EN + MORTARLESS JOINT r.- GBA ARr• LANDSCAPE GRADE 16" 16" I VARIES (6" MIN) -'�I � � APPROVED BY: RAUL M. ROJAS PUBLIC LANDSCAPE GRADE 20 C WORKS DIRECTOR DATE Q" OP OF CONCRETE MONUMENT IN LAMPHOLE AT THE � VARIES (s MIN 0 CENTERLINE INTERSECTION OF PIONEER DRIVE AND � � ) R.C.E. 39880 EXP. 12 -31 -07 3 N o MONICA STREET. � #4 BAR c� 32" O.C. VA V „ 0 O .d- #4 BAR ®32 O.C. ELEVATION = 519,73' (PER K.C.S. FIELD BK. 9209 PG. 29) 3 EA. #4 BAR CONTINUOUS w (ADD 1.06' TO ALL ELEVATIONS TO ADJUST TO CITY DATUM) 3 "x 3 "x " Cc i VIA ..� : f3 3 CONCRETE BLOCK 3 EA. #4 BAR CONTINUOUS o CHAIRS SHALL BE USED TO 3 "x 3 "x 3" " REVIEWED BY: PLACE FOOTING RE -BAR CONCRETE BLOCK 20 12" 20" fS OF BEARINGS: CHAIRS SHALL BE USED TO ASSTS ANT PUBLIC WORKS DIRECTOR Q 3 _� PLACE FOOTING RE -BAR THE BEARING OF N89"47"54 "W SHOWN FOR THE 4'--4" NORTH LINE OF THE NOR TH WES T /4 OF SEC T/ON 30 AS SHOWN ON RECORD OF SUR.1/EY RECORDED IN BOOK 15 OF RECORD OF SUR !/E YS A T PAGE 192 WALL SECTION 4 FILED JUNE 28, X990 FIN THE OFFFICE OF THE KERN WALL SECTION 5 ��� , �- COUNTY RECORDER, WAS USED AS THE BASIS OF REVIEWED BY. BEARING HEREON. CALIFORNIA RA IC ENGINEER L�1 LL T)ill'''P40AL 860 1 X:)N ,2 SEE SHEET I FOR WALL SEC770N DETAILS WALL SECTION DATA WALL SECTION LENGTH Wl 2 20.00" W2 3 19.08" W3 1 93.03 W4 3 23.91 W5 4 12.42 W6 3 -9-52v W7 3 27.86 v UN LINE DATA LINE LENGTH BEARING Ll 3.-5'5" S87"07*24"E L2 23.91' S44'37*28"E L3 23.94 1 N452-2932" +E 2 D D INTERSECTION STA. 31+52.93 COLLEGE -STA. 12+05.78 IRELAND .............. -1/0t 00 Rwlr_%e;7 _57-71 Sw +00 33+m 1 --450" LINE OF SIGHT 1 efall_4, 1.36X mw- - j *r vu f COCLEGE AVNUE ^r- 456 UV4E Lo AUP 4W A 60 L L2 TOP OF SLOPE 00U It/ Dq Ll 1410.01 K/w PA m 04 'Ns f I 96 OF cv o F.P. 699.5 2V 20 06 C Lo, F.P. 691.6 cr_ bt T SLOP Q . C4 N -to n co ]no 00 X: Go I -*.-J C) 14'.-J u') 0 --w 4 M-< I oil. QO _j 4 00 ms- J§ _j + T_ -C>4 co M 6 0 f,q f4q 00 Go F.P. 684.4 ul� cc 00 m ' F.P. 691.4 F.P. 689.0 FP. 686-Z i q* m into cr) I— a m as w- Z C44 V.: to 5 C> C) ++ La cm cm z 17 j 1­ C-D QD CC V) (n (n Tq< w BEGIN WALLL STA. 10+55.00,,C.L ALL — 30.00 RT.= R/W TA. -10+55. W — 06 (n cn 7 FA F.P. 6833 —SCOTLAND S EET_ NOTE,: ALL STATIONS AND OFFSETS ARE SET FR OMr PROPERTY' LINE H-N-1 Fq Mr)TF-n SEE nF_Tl Lq F Lr)rTI nKI nP- I'LL COLLEGE AVENUE _..____ _...�.....�� ,.�.��. ��� ��....�� . �.. ��� ........... 41 PLAN VIEW SCALE: 1 * = 50* WALL PROFILE SCALE: HORZ. 1. I 51i air REVISION APPROVED BY: ROGER A. MCINTOSH DATE R♦C.E. 33322 EXP. 6/30/14 $ S Slot 4 APPRC ION APPROWD BY: MARIAN SHAW C.E. IV DATE R.C.E. 32178 EXP. 12/31/14 P/L — PROPOSED BLOCKWALL %imn- _TYPCAL-m KA� ♦ lb. SEE SHEET I FOR WALL SECTION DETAILS cq m 0) W) eq N C4 N Kn) pq n n 4* to to to In 0 0 TC TOP OF CONCRETE C?E OVER-EXCAVATION 706 o Co 0 >: FF FINISH FLOOR 7-04 CL CENTERLINE FC -FINISH CONCRETE a. > > w _j uJ uJ _j _j uj ui _j _j ME MATCH EXISTING GRADE _j uj _j uj ul _J w _ w J ui uj ui ui ui uj ui < L" uJ ui W, UJ.UJ PROPOSED GROUND CONTOUR 696 FP, 344.60 PROPOSED PAD ELEV. 0 0 00 0 0 00 -0 0 0 00 u_- o V) 1— o6 o6 0 0 692 1d C4 C4 C4 LANDSCAPE ELEV. < + + + 1,%- + + 00 OD 0-0 ++ 2L) + C4 + Q_++ 0 00 0 0 00 0+ IV"- �_ 0 It- �_ IV- V_ Ir- z V_ V_ T_ T_ V_ V_ LLJ T- w- UJ44 0- 0 o 0 1 ui I--- I­ I,_ I__ F- F- I— F- w F- Z F- m U) V) (f) U) U) (A V) (n (n V) (/) U)lu) in in m < t; 47.00 LF WALL SECTION I wl W2 2 D D INTERSECTION STA. 31+52.93 COLLEGE -STA. 12+05.78 IRELAND .............. -1/0t 00 Rwlr_%e;7 _57-71 Sw +00 33+m 1 --450" LINE OF SIGHT 1 efall_4, 1.36X mw- - j *r vu f COCLEGE AVNUE ^r- 456 UV4E Lo AUP 4W A 60 L L2 TOP OF SLOPE 00U It/ Dq Ll 1410.01 K/w PA m 04 'Ns f I 96 OF cv o F.P. 699.5 2V 20 06 C Lo, F.P. 691.6 cr_ bt T SLOP Q . C4 N -to n co ]no 00 X: Go I -*.-J C) 14'.-J u') 0 --w 4 M-< I oil. QO _j 4 00 ms- J§ _j + T_ -C>4 co M 6 0 f,q f4q 00 Go F.P. 684.4 ul� cc 00 m ' F.P. 691.4 F.P. 689.0 FP. 686-Z i q* m into cr) I— a m as w- Z C44 V.: to 5 C> C) ++ La cm cm z 17 j 1­ C-D QD CC V) (n (n Tq< w BEGIN WALLL STA. 10+55.00,,C.L ALL — 30.00 RT.= R/W TA. -10+55. W — 06 (n cn 7 FA F.P. 6833 —SCOTLAND S EET_ NOTE,: ALL STATIONS AND OFFSETS ARE SET FR OMr PROPERTY' LINE H-N-1 Fq Mr)TF-n SEE nF_Tl Lq F Lr)rTI nKI nP- I'LL COLLEGE AVENUE _..____ _...�.....�� ,.�.��. ��� ��....�� . �.. ��� ........... 41 PLAN VIEW SCALE: 1 * = 50* WALL PROFILE SCALE: HORZ. 1. I 51i air REVISION APPROVED BY: ROGER A. MCINTOSH DATE R♦C.E. 33322 EXP. 6/30/14 $ S Slot 4 APPRC ION APPROWD BY: MARIAN SHAW C.E. IV DATE R.C.E. 32178 EXP. 12/31/14 P/L — PROPOSED BLOCKWALL %imn- _TYPCAL-m KA� ♦ lb. SEE SHEET I FOR WALL SECTION DETAILS 684 PAD ELEVA 77ON A. 0 0 00 0 cr_ Nt 0 z LL_ W LLI 00 �w� X 0 o cc LLJ m Iii 0 Pig f-1) :z LLJL OD for: x 0 w at ��a w ul 0 0 0 IL 0- LEG.. N D.- 710 ABBREVIATIONS 708 EP EDGE OF PAVEMENT FS FINISH SURFACE TC TOP OF CONCRETE C?E OVER-EXCAVATION 706 FL FLOWLINE FF FINISH FLOOR 7-04 CL CENTERLINE FC -FINISH CONCRETE ELEV ELEVATION GB GRADE BREAK 702 ME MATCH EXISTING GRADE FP FINISH PAVEMENT 700 EXISTING GROUND CONTOUR 698 PROPOSED GROUND CONTOUR 696 FP, 344.60 PROPOSED PAD ELEV. 694 61 F 36-5- PROPOSED GUTTER FLOM-INE ELEV. 692 1d X68 PROPOSED LANDSCAPE ELEV. 690 FG 30 PROPOSED FINISHED GRADE 688 0.31 DIRECTION AND PERCENT OF SLOPE 686 FOR DRAINAGE 684 PAD ELEVA 77ON A. 0 0 00 0 cr_ Nt 0 z LL_ W LLI 00 �w� X 0 o cc LLJ m Iii 0 Pig f-1) :z LLJL OD for: x 0 w at ��a w ul 0 0 0 IL 0- PROPOSED BLOCKWALL PAD ELEVA TION 6" MtNIMUM- P /L .�rcIL rrrILrx A TYPICAL CTION 3 N.T.S. SEE SHEET 1 FOR WALL SECTION D E TA iL S CURVE DATA CURVE RADIUS LENGTH TANGENT DELTA C1 33G.00' 15.00' 7.5V a2.36'16" LINE DATA LINE LENGTH BEARING L5 28.43' N09'22'1 8 "E L6 28.41' S78'58'49 "E J +UO N53 07'37'E 716.22' � K E NOTE: (S TAI TE f ALL STATIONS AND OFFSETS ARE SET FROM PROPERTY UNLESS OTHERWISE NOTED. SEE DETAILS FOR LOCATION 644 642 640 638 6-36 634 632 630 628 626 624 622 620; 618 i 616 614 6121 w/W - L. w K 14 +00 — ice' - - -� 75 +00 iv R OAD ?O tjTE Vl -KER- 784) OF WALL. KERN CANYON- ROAD PLAN VIEW SCALE: 1• = 50• w (nit Q I d wt m I po Of W Lo Q III �I GRA 01-, Ir co w 0 I' + a lv-- J m i INTERSECTION STq. 17- x.87.55 :K�E 8 +2 ?•90 }Ng7E �RNCANYON RGRASS RD. I In",• PAD - 18+00 „T OF 8 LOCK qo I - u J 0 O 4 P-1 !w J J l O J /� 0+�� /0 m m - + + 644 642 640 6-3-8 6-36- 634 632 *� s� LEGEND ABBREVIATIONS LENGTH EP EDGE OF PAVEMENT FS FINISH SURFACE TC TOP OF CONCRETE OE OVER - EXCAVATION FL FLOWLINE FF FINISH FLOOR CL CENTERLINE FC FINISH CONCRETE ELEV ELEVATION GB GRADE BREAK ME MATCH EXISTING GRADE FP FINISH PAVEMENT Wi co EXISTING GROUND CONTOUR 14- co PROPOSED GROUND CONTOUR F'. 344.60 PROPOSED PAD ELEV. 36 PROPOSED GUTTER FLOWLINE ELEV. O ul 3- 36$• PROPOSED LANDSCAPE ELEV. o fG �6 PROPOSED FINISHED GRADE 0.317 DIRECTION AND PERCENT OF SLOPE 15.0Q' FOR DRAINAGE o CURB AND GUTTER o EXIST. CURB AND GUTTER r mo- FUTURE CURB, GUTTER & SIDEWALK - -- - - _ - - _ - - -- - CENTERLINE -_ OF STREET -------- --- - -- PROPERTY LINE / RIGHT -OF -WAY -------- - - - - -- PAD COMPACTION LIMITS -- — - ■-- -- -- STORM. DRAIN --• -• -� TYPE "A" CATCH BASIN WITH 3.5' WIDE IL w OPENING UNLESS OTHERWISE NOTED - - - - - - TRACT BOUNDARY .� ■.:. W- W m- 1w W in W-m . W w- W -w PHASE BOUNDARY w LIMITS OF GRADING OUTSIDE �., A OF THE TRACT BOUNDARY 1 SECTION LINE J +UO N53 07'37'E 716.22' � K E NOTE: (S TAI TE f ALL STATIONS AND OFFSETS ARE SET FROM PROPERTY UNLESS OTHERWISE NOTED. SEE DETAILS FOR LOCATION 644 642 640 638 6-36 634 632 630 628 626 624 622 620; 618 i 616 614 6121 w/W - L. w K 14 +00 — ice' - - -� 75 +00 iv R OAD ?O tjTE Vl -KER- 784) OF WALL. KERN CANYON- ROAD PLAN VIEW SCALE: 1• = 50• w (nit Q I d wt m I po Of W Lo Q III �I GRA 01-, Ir co w 0 I' + a lv-- J m i INTERSECTION STq. 17- x.87.55 :K�E 8 +2 ?•90 }Ng7E �RNCANYON RGRASS RD. I In",• PAD - 18+00 „T OF 8 LOCK qo I - u J 0 O 4 P-1 !w J J l O J /� 0+�� /0 m m - + + 644 642 640 6-3-8 6-36- 634 632 *� s� 61 14- 0o 0 '�: LENGTH ° ro r-"4- 00 o � - o ao Lo 3 624 W3 2 � co W4 Wi co 6.00' 14- co I a d- o 00 V) W6 O 38.00' O ul 3- O Lo W8 O V) 0 Lo 0 p 15.0Q' �tq o to to o r mo- O w o (0c.0 Q J w w b- O co 6,22 > IL w ww �. d- >* ww o w d- t!? w -j V) JJ o J_a 0 J 0 , 0 0 r. W w Law W 6 20 o O f v T= `o w w O O o w r. Lo O Q 00 0o O �.0 Z o6� m � � O 0- C3y -m o Lo 618 + cL ++ >- ++ J + as � r*-- > 0o co �Q 00 0o Q 00 Z V- W J T- T- r- !- ?� - €c Lo w � z n owCo.W 616 FQ- FQ- t`t- oo F`L- z Lo m U) Q V) V) U) €) V) w w N n - i%c W10 d W11 (6 61 WALL SECTION- DATA 14- 0o � ao Lo LENGTH Lo r-"4- 00 - o ao Lo 3 36.00' W3 2 � co W4 Wi co 6.00' 14- co I a d- o 00 V) W6 O V) 38.00' O ul 3- O Lo W8 O V) 0 Lo 0 2 15.0Q' r . o 28.41' o r mo- O m o Q J Z Ca b- O o 0 o �. d- o o d- t!? o 0 CK 0 , 0 0 r. o cn %�. . I d- o o 0 m m `o m o z� W - - Q 110- r O U m 0- -m o V) o >- . 0o as � m > V_ a0 �Q 0o U) V) as Co L m co €c Lo � owCo.W V) r- oo W Lo Lo Lo 00 00 ao a N N n - i%c mo d (6 o - o o Z m w 0 �.m 0 0 o 0 O (JI O - :z Cl:f W d Q:f� -W •3�. > LL > Cl > [aryC D c W af W � W `` W � W a-- 0 Q. 0 (!O � c0 co cQ ed- e- W 000c000 Co co _ CQ cQ 0 ,.N CN tt d- co N Qe co N N N N cQ_ o N Q o N N N N N N N N N 0; }. co c o o o co co co co cocQ co {o_ co c Q co N W w ww WW WW W w ww w w w ww w w w w w ww co • J J J J J ---� �--� J J J J J J ---I J -! J J J J J J J J J J J J J J J J J J J J J J J W J J J J J w J ww J J ww J J ww J ww J J ww J WW WW JJ WW JJ W J W WW WW WW WW WW L�JW J w J W J W J W Li Lulu W W WW WW tj WW U w W W W � W WW WW WW WW W W .� W WW W Q W W WW Q W Q W W Q W W WW J W WW WW _! WW WW _{ WW _IJ WW WW WW W J W JJ WW JJ WW JJ. WW JJ WW _!J WW JJ J J J J W J -� J J _i J .JJ J J JJ J,J J _IJ _j _j w w w w 00 w w d •' •` 00 w w 2 �7 w �f w 0 w w 00 � w � w � w w w � w � w � w � w � w w w � w w w w w w w w w w w w w w w w w w w w w w w w w WW � W � � W W W WW Q W WW WW W Ww m W WW C) J -� co 00 00 00 0o 00 w O 0 w o 00 f.,,_ 0 0 c,_ 0 O w 0 0 0a 00 F.,._ o o LL- 0 0 w 0 o 0 0 0 O 00 00 0 O 00 0© o0 00 oa o0 00 oa o0 0o ao w w 00 w w 0o w 00 w o w 0 w 0 � w 0 � �i. w w 0a � w 0 w w 0.0 w w Q0 w w oo t w w w w -j d- �F' � mot- �1- N N O O O 0 d- N N O c0 O O O d• 00 00 O O O r,_, O w O w O Oo 00 00 00 Oo 0 0 OO oo �. mot- 00 00 00 00 00 0o w o w o w o w o w o 0 0o w a o0 00 ao 00 �-- �'`� oo 00 c.,.r F ao co c� O O O c- 00 �- N M r7 t� d- mot- d- O d- 00 N cU O O 00 d- 4 d- d- N N O O 00 00 O O co o6 O O N .J o6 co 6 O a N N co co 0 O cO co 6 O 00 o6 O O O N O d' O co OD 00 O O N N co co 6 F- Z !-- � + ++ ++ ++ ++ o + o + ++ 0 + 0 + 0 + ++ 0 + 0 + 0 + 0 + 0 co + � �-+ 0 + oQ 00 ++ 0o O --�+ N N_ ++ �t ++ Eft -�+ ++ tf) tf) ++ 00 OQ ++ -' 0p -� Q O Q) Cif r7 rr? �[? f` O 0 c6 N m N N N N o6 c; Ct mot- co - r: c; C5 Opt- Z O co ter- d- d- m m �- �- r- N N N N N N N N N N N N N N N N N ._ N N N N N N K) � r'3 �'�? d- �d- d' J Q + d- + ++ 1- ++ V) ++ ++ ++ ++ + + -� O + O + ++ a_ + ++ ++ + +-� n" + ++ J + z V_ c- � �- r r � � r r �- �- r r r- e-- s- � r e- s- � r � e- �. � e- � r e- r e-- r � e-- r- r � � � e- � .�?' e- r- It e-- r Lo r- Lo m L cfi m o 0 0 c€} co Q ~ co ~ co co a � co m o 0 co f` !\ r�► r4 LLI Q F) w Q Q W- Q -Q w Q Q w F- Q Q, a w Q F- m W Q m w Q Q m Q- F- m w F- m Q w_ m Q . Q Q m w Q m w Q m w Q_ w m Q W Q- a w_ -Q Q m m w <C_ a_ m _Q Q W_ Q Q m lit Q Q i.ET Q Q LLJ_ - Q Q- w Q W Q Q 1J1 Q ac D Q Z - Q m w Q � m � Q Q a. W e- Q Q m w_ Q Q m m W Q Q W Q Q m W Q t.v aC m Q m � � r e- m m m � � W J c.� r m OL- � � W J r-- m r- - m V} V) V)V) Ui V) E/) tf) V) U) V) tli t!} V) V) V) V) u) U) V) V) U) tf) V) V) V) UI F- F- F- F- F- F- F- F- F- F- !- i- F- F- F- F- F- F- F- F- F- F-F- F- F- F- !- F- F- F- Fr- F- I- 1- F- F- F-F- F- F- F- F- F- F- Z F- W F- F- i- F- F- F- F- F- i- F- F- F-F- F- F- F- F-- F- F- I- F- F- F- F- F- W_ Q W Q W IV) Q Q w - Q W Q_Q {,�,. QQ QQ Q W Q Q Q _Q V) (� V) V) V) Ef} U) U} V) U} tl) V) V) V) V) V) V) V) V) t!) (n V) V) V) V) V) V) V) Eli V) V) V) V) V) V) V) V) V) V) V) V) V) V) V) (n V) V) Ui V) V) V) V) V) V) V) Vi V) W V) m V) W V) V) V) V) V) V) U) V) U) U) V) V) V) V) V) V) V) V) U) V) F- F- !- F- F- F- F- F- F- F-- F_ F- t+ F- I­ Z F- F- Z F- F- H V) V) U) V) V) V) V) V3 V) V) V) U} V) V) V) U) Q V) (n u1 V) U) V) Q V) U) V) V) (f) w W V) (n 35.35 LF WALL SECTION 2 W1 row 22.00 LF WALL SECTION 2 22.00 LF WALL SECTION 3 60.00 LF WALL SECTION 4 W2 W3 24.43 LF 117.57 LF WALL SECTION 1 W4 W5 W6 W7 W8 W9 WALL SECTION so on 1 WALL SECTION- DATA WALL SECTION LENGTH W1 1 8.00' W2 3 36.00' W3 2 TGG.061 W4 2 6.00' W5 3 6.00' W6 4 38.00' W-7 3- 74- .0-0-' W8 4 6.31' W9 2 15.0Q' W10 5 28.41' W11 4 71.96 WALL PROFILE SCALE: HORZ. 1" = 50' VERT. 1" = 5' � . , 8" BLOCK 12" BLOCK .17 .,_ 6 r %%1 r . -3.t�c �'',E;, _„ ,< iii i. F<ti �� .. i�'^�'' .tip `� l� :;c sj,'r �;�: 3. .'.� ��. •`.�','. S ;2 62 Lij N I > U • co o Z o 0 Z 0 �U �z �— o aQ Q 0 N \ O 200 M U of z z Q I m Q J Z Ca a Q W LLJ� w t!? J r t- W (c) CK o Li. (,0 o cn %�. . I N Of m m W m o z� W Q Q L m O U m 62 Lij N I > U • co o Z o 0 0 0 0 W E C3 U O W CV3 Q c� W w I UL 0 R1/)liG Z �U �z W Z Ca � t!? CK z� m 0- -m o V) >- > �Q W U) U to owCo.W CK Z :m Q i%c _ Z m w 0 �.m U C> (JI CD :z Cl:f W C4wF Q:f� -W •3�. > LL > W > Cl > [aryC D c W af W � W `` W � W a-- 0 Q. W 000c000 0 ,.N CN tt d- co 00 co a) 0 0 0 W E C3 U O W CV3 Q c� W w I UL 0 R1/)liG Z �U �z 0 0 0 W E C3 U O W CV3 Q c� W w I UL 0 R1/)liG 0 � - INTERSECTION �± — /STA. 36+76.49 COLLEGE MON C 0 STA. 10+00.00 MONICA N 16+00 11+00 12+00 NOO'33'24"E 419.74' — ----- — 11 13+00 15+00 + — + 14+00 R 1400-00 z LLJ dow goo FUTURE CURB & MOM OF SIGHT ..... . . . . . . . . . . ......................... 00, (2) 0$ LINE as 45 wo fop GUTTER A STREET "a dwo dom amp woo svww� woo--aplo — — — — — — — — — — — --- t — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — – .rte...... — — _.r., — — — — — — — — — — — — moo 8.m rm� – . – – – – – – CD - --- -- ..ter... – – – – – – – – – – – – – – – – – _.....r dm WAN� am* =in am am 411110111011=00� 0 ..... dow 4� ------ - E.C. END WALL T CD N00 33 4"E 351.68' LO STA. 15+ 87.47 48.00 RT.= IR — 1448-00 1 MATCH HEET 2 -------- A=06@51'51" STA. 15+93.22 WALE. B.C. + A TOE OF SLOP TOP OF SLOOE C.L. 67.76 RT.= 4 1 'A. 36+28. STA. 14+1'9.7 1C.L. 48.00 RT. 13 S, 8 14 STA. 10+68.06,MONICA C.L. 48.00 RT.= STA. 14+19.74 WALL 10 12 1 0 1 1 1 I F.P F.P. 660.6 F.P. 657.0 F.P. 654.4 STA. 36+36.29 WALL, SHT. 2 680.5 S� A. 10+68.06 WALL, SHT. 4 F.P. 671.1 F.P. 666.7 F•P• 664.0 7 V) F.P. 683.3 F.P. 675.9 a" am wompow"m moo goo =, 8" BLOCK -, 7�,, ;7N - 3-t 12" BLOCK 0— W Z r 0 UJ Z NOTE: MONICA STREET ALL STATIONS AND OFFSETS ARE SET FROM PROPERTY LINE PLAN VIEW UNLESS OTHERWISE NOTED. SEE DETAILS FOR LOCATION OF WALL. SCALE: 1 50' WALL PROFILE SCALE: HORZ. 1" = 50' VER T. 1" = 5' 704 702 700 698 696 694 692 690 688 686 684 682 680 678 676 674 672 670 668 666 664 662 660 658 656 654 0 0) lqi co ui clq N Gn LO U) P/L 48' _r 34' _11" 20 FUTURE CURB & GUTTER FUTURE MONICA STREET 2.0% IMPROVEMENTS ' BLOCK WALL 2:1 SLOPE VARIES 0' TO 17.5' PAD ELEVATION t 2:1 SLOPE 1 11 VARIES 0' TO 20' ND EXISTING, GROUV. 'PAM W, �N CD ac w C14 > cr) 0 z SEC11ON A w A KEV 151 OJQ AMF%OVED 15Y 4ZC&EIZ A M6i#4TbS#4 DATE: IZ.c.9. 3$s2z E-9P. 6130114 - ISIoN AFrF%WEP MARJANI 54AW IZ.G.E 32118 � �7CI'. I?_�31�14� 92M C� O 7­­ 6 ­tV lv� Im U5 = O U- C) U- V) m m 2 =D =D (/) V) V) > I I ul V-1 zz M LLJ LLJ m-Z �A :mm C0 C-) u cd cq do ci C-3 ct:: = LLJ CL U-1 CL LLJ UJ 4 N�' 00 q q 2" X 4" X 8" BRICK CAP. DARK IRON C-- ED/"N-"r UULUN: 2" X 4" X 8" BRICK CAP. COLOR: ROYAL 5ALTILLO. 1001 -011 T\(P. - TR 0(,T \ A / A I I MI A K I \ /I E- \A/ c 211 C( 211 X 411 X 511 13F COLOR: DARK G" x 81, x 1811 PREC151( COLOR: WARM GRAY. F=1 nnP Ann C TnKIF= k/F:KIF:F:P %-o %-/ L-%-/ I ce - %-.# %-.,f %-./ L- %-Ll I NJ--% 1. CORNER MONUMENT ELEVATION NO SCALE Oil V All V Pll PkP1/`k,' /'AP )T. 8" CONCRETE BLOCK. ARM GRAY. ki 21-011 T)T. TYPICAL TRACT WALL ELEVATION- NO SCALE CORNER MONUMENT PLAN VIEW NO SCALE Fft 'ON r uRAWNu 1. ljo uj LLJ LLJ Cl I m �5 `' O LLJ C:)C> rn ;0 x LLJ /038 F- m LLJ F- -cc 7-1 Cr) CD LL- V) F- M am V) 5; CD am Co C> w I I LAJ m LLJ w =:) V) w c> C) < CID co 4F Lo 1