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HomeMy WebLinkAbout1.4-6578 Ph 3, 8 & 9 RevisionsGENERAL STRUCTURAL NOTES GENERAL A. All work shall be performed In accordance with applicable sections of the California Building Code (CBC). Current Edition. FOUNDATIONS A. For allowable soil bearing. values refer to the Soil Engineers, Inc. Preliminary Soils Report No. 02-9892, dated 4-25-2002. CONCRETE A. Materials:Ai- - �C' 1. Reinforcing: Deformed ASTM A615, Grade 2. Cement: Portland- Cement, Type II. ASTM O. 3. Aggregate: ASTM C-33. 4. Water: Clean and Drinkable. B. Concrete Mix Design For. Footings and Wall: 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-® 2. Reinforcing Materials: ASTM A615, Grade 94 Go 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 ® 28 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. NOTE: 1. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION DEPARTMENT SHALL BE GIVEN 24 HOURS NOTICE. TELEPHONE 326-3049 2. ALL MATERIALS SUPPLIED FOR THIS PROJECT WILL REQUIRE A CERTIFICATE OF COMPLIANCE STATING THAT THE REQUIREMENTS & STANDARDS SET FORTH BY THE CITY OF BAKERSFIELD HAVE - - BEEN MET. GENERAL NOTES 1. WALL BLOCK TYPE: MORTARED 6''x 8"x 16" CONCRETE BLOCK " 16" CONCRETE BLOCK COLOR: F ': PATTERN: 0!l CAP: 6" 16" SLUMPSTONE a� y.. 2. ALL STATIONING DATA WA CALCULATED AT PROPERTY LINE. 3. HEIGHT OF WALL SHALL BE 6'-0" MIN. MEASURED FROM GROUND AT HIGHEST SIDE OF WALL. 4. WALLIS TO BE CAPPED AS NOTED ON PLAN. 5. CONTRACTOR SHALL BE RESPONSIBLE FOR CLEARING & GRADING THE AREA ALONG THE WALL LINE. 6. CONTRACTOR SHALL OBTAIN AND PROVIDE ALL PERMITS REQUIRED BY C.O.B. BUILDING DEPARTMENT AND/OR PUBLIC WORKS DEPT. 7. ALL SURVEYING REQUIRED SHALL BE PROVIDED INITIALLY BY N.T.S. 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 CLEAR WATER SEAL SUCH AS "AQUA -SEAL" OR APPROVED EQUAL CITY OF BAKERSFIELD KERN COUNTY CALIFORNIA WALL CONSTRUCTION PLANS FOR TRACT NO 6578 1 1 I -------- I T---------7ENSiNCERItDA➢--'" { I • I t fff 1 two A -20A I LOT 11 1 SAIEB MAP OF LINOS OF I i -KERN COUNTY LAND COMPANY ( i li R-1 a • e • • • • e w I a w • a • • i Lw� •�__ a • , i __ _ _ _ _ _ I • \ _ l % a i a i Ti li �I -W � • -TIT l a_ III I - I in 1a O n I w I I _ I I I NOTE: ON EAST. WEST AND NORTH H SSIOG US T 2" O T R C I'Al %W" !t G-•,4',eIB•' SOLID- BLOCKLOCK CAP. 6'MH"R16" BALBOA SCORED BLOCK- #5 CONT. IN BOND BEAM (12" FROM TOP OF WALL) GROUT SOLID ALL CAVITIES - 6"x Six 16" CONCRETE BLOCK' /1\ "'1•� CONT. IN BOND BEAM - {,18 0� •�b4Rfy (AT MID HEIGHT) STREET SIDE ) 2% LANDSCAPE VARIES (6" MIN) Z e A a a • I �, a a s a lai I , 1 I I a a VA 1 1 w . • • f i I _ I 1 ®. , T -- « i T �� Tl , ,I I 4 ® DENOTES SHEET NUMBER - 9 VICINITY MAP NO SCALE i W I • Y �a �� � a �, KEY MAP SCALE: 1"=200' 11p i � Ill�t 8 /` • I 1 PALM PALM LEGEND: FL FLOWLINE STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS CL CENTERLINE EXPANSION JOINTS. SHALL BE CONSTRUCTED IN EACH PILASTER (�IIL-II ELEVATION SEWER - REFER TO SEWER & STORM DRAIN PLANS BC BEGIN CURVE SEWER MANHOLE - REFER TO SEWER & STORM DRAIN PLANS EC - z w �, WHRE '�❑� IVER GRADE BREAK • R/W � fP o ❑T S 'T T) STOCKDF HIW w 99 EXISTINGSURVEY MONUMENT AVE. SECTION LETTER O j�MING Kz AND STRAIGHT. CURVES SHALL BE LAID OUT ON NO GREATER PLANZ�� COVER SHEET THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR AD a BY WALL CONTRACTOR THAN 8 FOOT CHORDS. 1VA UNDER MY DIRECTION AND TOTHEBEST OF MY KNOWLEDGE AND ro v _IIES HORIZONTAL MORTAR COURSES BLOCK SHALL 2• PENSINGER (STA. 10+00.00 TO 23+89.98) BELIEF COMPLY WITH CITY OF BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN CRITERIA AND INCLUDE ALL IMPROVEMENT REQUIREMENTS SEALANT TO BE APPLIED PA CHECO RD. P,ENSI GER R a DO IN PLACE PRIOR TO PLACEMENT OF BLOCK. OPEN END BLOCK IN P CE P ❑ _ FA IR�OA rc 3. ALLEN ROAD AND WALL DETAILS I AM RESPONSIBLE FOR ALL CALCULATIONS AND DRAWINGS ON 3 EA. y4-B/{R CtlNDI WILL BE ALLOWED. ALL CONSTRUCTION OF NON -MODULAR PIECES ANAM TAFT 5; a McCUTC HWY. S AD ¢ PANAM it E OSKIN AD ON RD. McKPUK BLOCK COLOR SHALL BE UNIFORM IN TEXTURE AND COLOR. KIND SUMP WALL COR URING C RUC N. of 13. CONTRACTOR SHALL VERIFY LOCATION OF UTILITIES PRIOR TO 119. CT ER, a ❑ COMMENCEMENT OF WORK AND NOTIFY ENGINEER IF CONFLICT 5. WINDERMERE STREET CO 3 WITH UTILITIES EXIST. CONTRACTOR SHALL BE RESPONSIBLE FOR o 0 O _ G 99 VICINITY MAP NO SCALE i W I • Y �a �� � a �, KEY MAP SCALE: 1"=200' 11p i � Ill�t 8 /` • I 1 3"x Yx 3" CONCRETE BLOCK CHAIRS SHALL BE USED TO - PLACE FOOTING RE -BAR ABBREVIATIONS LEGEND: FL FLOWLINE STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS CL CENTERLINE EXPANSION JOINTS. SHALL BE CONSTRUCTED IN EACH PILASTER ELEV ELEVATION SEWER - REFER TO SEWER & STORM DRAIN PLANS BC BEGIN CURVE SEWER MANHOLE - REFER TO SEWER & STORM DRAIN PLANS EC END CURVE -- - - - - - - - e -- PHASE UNE GB GRADE BREAK ® R/W RIGHT-OF-WAY w TITLE Q• SURVEY MONUMENT PER C.O.B. STD. S-29. X o QG SECTION DESIGNATION: EXISTINGSURVEY MONUMENT SECTION LETTER O O 2 AND STRAIGHT. CURVES SHALL BE LAID OUT ON NO GREATER SHEET WHERE SECTION IS SHOWN 3"x Yx 3" CONCRETE BLOCK CHAIRS SHALL BE USED TO - PLACE FOOTING RE -BAR o LEGEND: INDEX OF SHEETS D --- STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS �Q 10. EXPANSION JOINTS. SHALL BE CONSTRUCTED IN EACH PILASTER CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS. g4 VERT. BAR AT 32- OA. to SEWER - REFER TO SEWER & STORM DRAIN PLANS - s ---- IS SEWER MANHOLE - REFER TO SEWER & STORM DRAIN PLANS IN ALL WALLS, AND A MAXIMUM DISTANCE BETWEEN EXPANSION SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. -- - - - - - - - e -- PHASE UNE ENGINEER IS STATEMENT CURVE NUMBER FOR CURVE DESCRIPTION ® ITEM OF WORK - SEE SCHEDULE JOINTS OF 60' IN WALLS WITHOUT PILASTERS. SHEET w TITLE �N4X "L" BAR AT 16" O.C. X o 11. BLOCKS AND BRICKS SHALL BE SET ON GRADE, TRUE, PLUMB 0 O O LL AND STRAIGHT. CURVES SHALL BE LAID OUT ON NO GREATER 1. COVER SHEET THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR a ¢ 0 a BY WALL CONTRACTOR THAN 8 FOOT CHORDS. 1VA UNDER MY DIRECTION AND TOTHEBEST OF MY KNOWLEDGE AND ro v _IIES HORIZONTAL MORTAR COURSES BLOCK SHALL 2• PENSINGER (STA. 10+00.00 TO 23+89.98) BELIEF COMPLY WITH CITY OF BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN CRITERIA AND INCLUDE ALL IMPROVEMENT REQUIREMENTS SEALANT TO BE APPLIED T IE ALL REINFORCING STEEL SHALL BE TIED FIRMLY IN BY WALL CONTRACTOR DO IN PLACE PRIOR TO PLACEMENT OF BLOCK. OPEN END BLOCK IN P CE P �t _ OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD. #4 BAR 0 32" O.C. z i WILL BE ALLOWED IN GROUTED CELLS ONLY. NO BROKEN BLOCK 3. ALLEN ROAD AND WALL DETAILS I AM RESPONSIBLE FOR ALL CALCULATIONS AND DRAWINGS ON 3 EA. y4-B/{R CtlNDI WILL BE ALLOWED. ALL CONSTRUCTION OF NON -MODULAR PIECES THESE PLANS AND ANY ERRORS, OMISSIONS, OR VIOLATIONS OF SHALL BE DONE WITH SAWCUTS. THOSE ORDINANCES, STANDARDS AND DESIGN C IT IA SHALL BE 12. BLOCK COLOR SHALL BE UNIFORM IN TEXTURE AND COLOR. 4. SUMP WALL COR URING C RUC N. 13. CONTRACTOR SHALL VERIFY LOCATION OF UTILITIES PRIOR TO COMMENCEMENT OF WORK AND NOTIFY ENGINEER IF CONFLICT 5. WINDERMERE STREET 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. APPR Y. MCINTOSH R.C. .33322 DATE 14. ALL PROPER SAFETY PRECAUTIONS, INCLUDING SHORING AND. EXP. 6-30-08 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 �ZL--------- �/� 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 APPROVED BY: RAUL M.ROJAS" PUBLIC WORKS DIRECTOR DATE FOR REVIEW AND APPROVAL. SIGN PLANS SHALL INCLUDE COPY, DIMENSIONS, R.C.E. 39880 EXP. 12-31-09 COLOR, MATERIALS, LIGHTING, ANCHORAGE AND LOCATION OF SIGN(S).. APPROVAL OF THESE WALL PLANS DOES NOT INCLUDE APPROVAL OF ANY SIGNAGE. 15. FOOTINGS SHALL NOT EXCEED THE WIDTH SHOWN ON THE PLANS BY MORE �IaA THAN 2". ANY FORMWORK NECESSARY TO MAINTAIN THIS FOOTING WIDTH REVIEWED BY: 1'• Z Z� 08 SHALL EXTEND. BELOW THE FINSIHED TOP OF GRADE AT LEAST 16" OR THE DEPTH OF THE FOOTING, WHICHEVER IS LESS. ASSISTANT PUBLIC WORKS DIRECTOR 1 17. 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 REVIEWED BY: I/1I SHALL BE POSTED PRIOR TO ISSUANCE OF THE PERMIT. TRAFFIC ENGINEER 3"x Yx 3" CONCRETE BLOCK CHAIRS SHALL BE USED TO - PLACE FOOTING RE -BAR Q G %V' WIV%warl « eiOP'%tC SLUMPSTONE SOLID "� BLOCK CAP. ,NegTM,gq4 e. .1 6"XS'X16" BALBOA SCORED PILOCK #5 CONT. IN BOND BEAM - (12" FROM TOP OF WALL) GROUT SOLID ALL CAVITIES 6"x 8"x 16" CONCRETE BLOCK '„OG 2 or 3 EA 8"x H"x 16" CONCRETE BLOCK (SEE WALL PROFILE) LANDSCAPE VARIES (6" P/L - a• o LEGEND: �- LOT SIDE -� D --- STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS �Q STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS etr CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS. g4 VERT. BAR AT 32- OA. to SEWER - REFER TO SEWER & STORM DRAIN PLANS - s ---- IS SEWER MANHOLE - REFER TO SEWER & STORM DRAIN PLANS © SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. -- - - - - - - - e -- PHASE UNE O CURVE NUMBER FOR CURVE DESCRIPTION ® ITEM OF WORK - SEE SCHEDULE Q G %V' WIV%warl « eiOP'%tC SLUMPSTONE SOLID "� BLOCK CAP. ,NegTM,gq4 e. .1 6"XS'X16" BALBOA SCORED PILOCK #5 CONT. IN BOND BEAM - (12" FROM TOP OF WALL) GROUT SOLID ALL CAVITIES 6"x 8"x 16" CONCRETE BLOCK '„OG 2 or 3 EA 8"x H"x 16" CONCRETE BLOCK (SEE WALL PROFILE) LANDSCAPE VARIES (6" P/L - a• o LOT SIDE -� �- LOT SIDE -� ,,--- rn 2 W Tel g4 VERT. BAR AT 32- OA. to w (CENTERED IN WALL) I I- (30" MIN. LAP SPLICES) Z O E x SEALANT TO BE APPLIED O BY WALL CONTRACTOR w -NEATLY GROUT CAVITY �N4X "L" BAR AT 16" O.C. X o TO 40" ABOVE TOP OF FTG. I I 0 O BAR 0 32" O.G. EA. #4 BAR CONTINUOUS 3"x 3"x 3" CONCRETE BLOCK gq^ CHAIRS SHALL BE USED TO 1 PLACE FOOTING RE -BAR WALL SECTION 2 N.T.S. RED BLOCK. _ a.. �- LOT SIDE -� o a /,-- m 10 Tel 0 w E a Z O E I- _1W4 "C BAR AT 18" O.C. O w w (CENTERED IN WALL) ,I k (30" MIN. LAP SPLICES) m -T 1 0 O O LL W W 4 SEALANT TO BE APPLIED a ¢ 0 a BY WALL CONTRACTOR Z 1VA TO 62" ABOVE TOP OF FTG. ro v _IIES VAR (6" MIN) b 23'a" #4 BAR 0 32" O.C. I 3 EA. #4 BAR CONTINUOUS WALL SECTION 1 N.T.S. r 2 o CR A. r1<LNl{v� pcAc>< 1� Z�uid4 JtM Sy.AaoEifp, pate ® SOLID - BLOCK W'Q6w+M 6-eM'�w{8-" SLUMPSTONE BLOCK CAP. �ASLWAL. G¢AY e"%e"xt e" BALBOA SCORED BLOCK- $5 CONT. IN BOND BEAM - (12" FROM TOP OF WALL) 0 6 GROUT SOLID ALL CAVITIES - 6'x 8"x 16" CONCRETE BLOCK' 3 w STREET SIDE V w 5 CONT. IN BO5BLO� 4.5 OR 6 EA 8'x 8"x 16 C CR (SEE WALL PROFILE) 2% LANDSCAPE VARIES (6- P/L - 2" LOT SIDE a a /,-- m 10 Tel i w E a ;W4 VERT. BAR AT 32^ O.C. O (CENTERED IN WALL) I- (30" MIN. LAP SPLICES) 'A w O k < Q 1 0 O LL W W @V F -N" EARY GROUT CAVITY a J #5 Y" BAR AT 16" O.C. Gf,Qo TO 62" ABOVE TOP OF FTG. � n E b 23'a" SEALANT TO BE APPLIED W Y BY WALL CONTRACTOR DO o �t _ #4 BAR 0 32" O.C. z i /� 6 f4 3 EA. y4-B/{R CtlNDI M O a M M m 10 r O g L{.I m W 7 CO p 2 O CO of C COj r o It O k < Q U O W W @V F 3 ci - a J 3 � � o v w W Y m DO o 3"x 3"x 3" CONCRETE BLOCK 36" CHAIRS SHALL BE USEDTOPLACE FOOTING RE-BARvoc� WALL SECTION 3L W T I� 0 a g L{.I m W K C COj H W It UjO U @V F 3"x 3"x 3" CONCRETE BLOCK 36" CHAIRS SHALL BE USEDTOPLACE FOOTING RE-BARvoc� WALL SECTION 3L W T I� 0 I I /. Ec. K.cs cONc- MON. IN LH FOR W 1/4 COR. SEC. 24, 30/26 AND SALES MAP CORNER. RAIE PER •x 11+00 - - -. 12+00 13+00 m 0 45050 LIKE OF �SIGIIT 450' LINE OF -- --- R//w ----- ----- — ---- i 1 1 i 1 ' N 0 PENSINC,ER ROAD Itin 36"0 DREV z w � I.D. MONUMENT, SFE SHEET 3 SALES LOT LINE R � 1 15+00 i6+00 i7100 - 18+00 79+00 --f 20 GO 21+00 22+00 lz �. -- --- F._- - _---- - --- z3+oo --- fE STA. 15+91.03 C.L I - �- - --"�-+----...�-- 'HT I 450 LINE OFSiGH_7 _l"--% g $ 0_25 450' UNE OF SIGH .. S897433E 105.48 —_ --_ -' F, 589'46'02"E 190.04" 689'46'02'E 8281' S 5 y, 589'46'02 E .. I � Aye Pl z n,�ir. ` &p'1' 49.14' 58874'33"E 534.9 ¢ N ___—__ 589'46'02"E 158.03" 1 t '` ky m N F a?J3`T% 1 a5�'Oa` it x n I PL I 1 7 I , ALLEN ROAD SEE SHEET 3 n p R n 4' � °P g o m n o --1 N - Y n 61 Jo< 3 PROPOSED q NN �N 09 U� LANDSCAPE 1 BLOCKWALL Lii w� z mom $$ wo aoo g++ 2 a+ O 3 SCALE: 1"=50' O o U <5' 2% N UNIT 9 t-6" MINIMUM T— J 4602E 70.00 0 n rN i m 1 I $ 1 1 1 I I I z ¢ n P' �v I 1 �N� IU ri !1 1 a o FP. 346.5 �3 0 1 , i FP. 346.0 I. I I wa I I I I tiff �i3 I 1 I a + t 0g, ,-mm i n' I '-� 1 u3 I 1 I 1 I 3 ''< { W -"a mm wm FP. 34571 i�-oa I i i I 1 ti3 0 b'i oo ¢ I i Kri w �� FP. 3454 -o uem FP. 345.5 FP. 345.7 Bw o awa s Mro � '� I IFP. 346. mm FP. 347.3 + nmI o 1 zoo +� ( I (w!^ I I FP. 345.9 I FP. 345.0 I FP. 348.2 I FP. 346.3 I FP. 346.5 3 I m ~ m o 11 111 FP. 346.6 1 <d oN I zI �� mn1 O r-'- I I1 1 1 II 1 3 rn Q ¢FK <V]NI O O U NVI d NN <n FF - 3inm3 3"- �Qw x�zd vt¢i o�i-i I aw ,n v, ¢ ¢ FP. 316.3 wine, 3�Yrz T -- _ --1s 0 PENSINGER ROAD (STA. 10+00.00 TO 23+89.98) PLAN VIEW NOTE: SCALE: 1' = 5D' WALL DATA CALCULATED TO PROPERTY LINE, UNLESS OTHERWISE NOTED. SEE SHEET 1 FOR WALL SECTION DETAILS. R 74' 17' R 3• LEGEND: aw 1 (j], AREEREVIATIONS FL ROMINE ---- -' 0 STORM DRAIN - RUM TO SEWER & STORM DRAIN PLANS PROPOSED CL CENTERLINE ELEV ELEVATION S1T7RM GRAIN MANHOLE -REFER t0 SEWEft &STORM DRAR4 PIANS BLOCKWALt 6C BEGIN CURVEEC END CURYECATCH BASIN -REFER TO SEWER $ 51CRM DRAIN PLANS. < GB GRADE BREAK -_—s___-__ SEWER - REFER TO SEWER & STORM BRAN PLANS ^„R/W RIGHT-CU-WAYSEVWER MANHOLE -REFER TO SEVER & S70RM DRAIN PLANS. OO SURVEY MONUMENT PER C.O.B. STD. S-29. p U SEWER CAFARWT -REFER TO SEWER &STORM DRAIN PIANS ti S PAD ELEI/AAON OO EXISTING SURVEY MONUMENT - - - - - - - - - - - s N 2% MINF MINIMUM CFCIKIN DESIOMIGN' PHASE UNE 2 0 _=__ SECTmN LEtIERM @1 CURVE NUMBER FOR CURVE DESCFNP170N .. . 4: i MAX n ITEM OF WORK - SEE SCHEDULE � SIDEWALK 9ffET WIifRE :ECRIX1 IS SmWN 2 >n m TYPICAL SECTION iB1 N.T.S. 2 WALL PROFILE SCALE: HOI 1' = 50' VERT. 1" = 5' R 4' R/W 3' --1 - Y PROPOSED 3 LANDSCAPE 1 BLOCKWALL wo AREA 2 O O U <5' 2% N r? 27 MIN t-6" MINIMUM T— 4:1 MAX VAD ELI' �EWALK /J- `--2.-7 SL OPF TYPICAL IBECT014 APPN EC: N.T.S_ z (REVISIONS SEE SHEET I FOR WALL SEC7701V DETAILS ROGER H 1105N RCE- 33722 DAR 1 JIM SCFRC>.TER Dn TE �: C.L. 061 8 $ // NR. (`D _. Icn _. �� w J 4602E 70.00 0 n rN i m 1 I $ 1 1 1 I I I z ¢ n P' �v I 1 �N� IU ri !1 1 a o FP. 346.5 �3 0 1 , i FP. 346.0 I. I I wa I I I I tiff �i3 I 1 I a + t 0g, ,-mm i n' I '-� 1 u3 I 1 I 1 I 3 ''< { W -"a mm wm FP. 34571 i�-oa I i i I 1 ti3 0 b'i oo ¢ I i Kri w �� FP. 3454 -o uem FP. 345.5 FP. 345.7 Bw o awa s Mro � '� I IFP. 346. mm FP. 347.3 + nmI o 1 zoo +� ( I (w!^ I I FP. 345.9 I FP. 345.0 I FP. 348.2 I FP. 346.3 I FP. 346.5 3 I m ~ m o 11 111 FP. 346.6 1 <d oN I zI �� mn1 O r-'- I I1 1 1 II 1 3 rn Q ¢FK <V]NI O O U NVI d NN <n FF - 3inm3 3"- �Qw x�zd vt¢i o�i-i I aw ,n v, ¢ ¢ FP. 316.3 wine, 3�Yrz T -- _ --1s 0 PENSINGER ROAD (STA. 10+00.00 TO 23+89.98) PLAN VIEW NOTE: SCALE: 1' = 5D' WALL DATA CALCULATED TO PROPERTY LINE, UNLESS OTHERWISE NOTED. SEE SHEET 1 FOR WALL SECTION DETAILS. R 74' 17' R 3• LEGEND: aw 1 (j], AREEREVIATIONS FL ROMINE ---- -' 0 STORM DRAIN - RUM TO SEWER & STORM DRAIN PLANS PROPOSED CL CENTERLINE ELEV ELEVATION S1T7RM GRAIN MANHOLE -REFER t0 SEWEft &STORM DRAR4 PIANS BLOCKWALt 6C BEGIN CURVEEC END CURYECATCH BASIN -REFER TO SEWER $ 51CRM DRAIN PLANS. < GB GRADE BREAK -_—s___-__ SEWER - REFER TO SEWER & STORM BRAN PLANS ^„R/W RIGHT-CU-WAYSEVWER MANHOLE -REFER TO SEVER & S70RM DRAIN PLANS. OO SURVEY MONUMENT PER C.O.B. STD. S-29. p U SEWER CAFARWT -REFER TO SEWER &STORM DRAIN PIANS ti S PAD ELEI/AAON OO EXISTING SURVEY MONUMENT - - - - - - - - - - - s N 2% MINF MINIMUM CFCIKIN DESIOMIGN' PHASE UNE 2 0 _=__ SECTmN LEtIERM @1 CURVE NUMBER FOR CURVE DESCFNP170N .. . 4: i MAX n ITEM OF WORK - SEE SCHEDULE � SIDEWALK 9ffET WIifRE :ECRIX1 IS SmWN 2 >n m TYPICAL SECTION iB1 N.T.S. 2 WALL PROFILE SCALE: HOI 1' = 50' VERT. 1" = 5' IL A LEGEND: FL ABBREVIATIONS Fl.OWUNE UNE STORM DRAIN - REFER TO SEWER & STORM DRAM PLANS _ _ p—.. CL CENTERLINE 15.00' N89'24'33W STORM DRAIN MANHOLE - REFER TO SEWER At STORM GRAM PIANS ELEV ELEVATION(D BC BEGIN CURVE ` CATCH BASIN - REFER TO SEWER & STORM DRAM PLANS. EC END CURVE GB GRADE BREAK ------S - SEWER - REFER TO SEWER At STORM DRAIN PLANS R/N RIGHT-OF-WAY SEWER MANHOLE -REFER TO SEWER & SUM DRAIN PLANS. � SURVEY MONUMENT PER C.O.B. STD. S-29. ® SEWER CLEANOUT - REFER TO SEWER &.STORM DRAM PIANS. OO EXISTING SURVEY MONUMENT — - w — - — r ' — — "' — PHASE LINE SECTION DESIGNATION SCUM LETIERR (D CURVE NUMBER FOR CARVE DESCRIPTION L_� A ® ITEM OF WORK - SEE SCHEDULE SHEET SEMKIN Is:M 2 SLUMPSTONE SOLID BLOCNCAP A ll� 6"x2"x16" 6�� SLUMPSTONE SOLID BLOCK CAP. COLOR 6"X8"X16" BALBOA SCORED BLOCK NATVRL COLOR a M �— 21.7' TO 26.3't 27, 0' YY 6'} yy TyRioai Wali Section � l� f ENCANTO I.D. MONUMENT COLLECTOR/ARTERIAL & LOCAL INTERSECTION SCALE: A A A A A A A A A A A A A A A A A A A A A A A A A A A A 8"x8°'x96" -&4694"" SPLIT FACE BLOCK #4 BAR - PLACED IN CENTER OF CAVITY FILL ALL CAVITIES WITH GROUT - L L1 -1- �- Amfic Stucco Color: Omega Sandalwood SEE INDIVIDUAL WALL PLANS AND PROHLES FOR PANEL LENGTH ---------------------------------------------------------- 0 ------------------------ -------------CI. STA 30+59.95 � HAWSMOOR ST. SEE SHEET 4 TYPICAL WALL FRONT ELEVATION SCALE: 1'=3'-0" STA. 36+40.03 ALLEN = PENSINGER RD. SEE SHEET 2 ALLEN ROAD PLAN VIEW NOTE: SCALE i' = 56 WALL DATA CALCULATED TO PROPERTY LINE, UNLESS OTHERWISE NOTED. SEE SHEET 1 FOR WALL SECTION DETAILS. LINE DATA UNE DISTANCE BEARING Li 27.60' N46'1fi$3"E L2 15.00' N89'24'33W i3 28.96' N43 -43'16"E TYPICAL WALL FRONT ELEVATION SCALE: 1'=3'-0" STA. 36+40.03 ALLEN = PENSINGER RD. SEE SHEET 2 ALLEN ROAD PLAN VIEW NOTE: SCALE i' = 56 WALL DATA CALCULATED TO PROPERTY LINE, UNLESS OTHERWISE NOTED. SEE SHEET 1 FOR WALL SECTION DETAILS. SCALE: 1"=50' 352 3 3 3 3 3 3 LINE DATA LINE DISTANCE BEARING L4 56.56' S4424'20F LS 46.69' S0035'54'W L6 12.74' S003554W L7 - - L8 32.76' N7259'10'E 352 3 3 3 3 3 3 0 R/W 10' -1 LANDSCAPE BREUER CT. CE INTERSECTION rE INTERSECTION 12+11.41 HAWKSMOOR13+61.41 HAWS 10+00.00 BR€UER _ _ 15+89.93 JAYDYN 0.44% HAWKSMOOR ST.J 56924'33"E 206.29' ALLEN RD. SEE SHEET 3 i M % / N II 3 I.D. MONkNT, SEE SHEET o P 1 I o 2 ® I I N� II I SEWER - REFER TO SEWER & STORM DRAIN PLANS BMW I o o 0 R/W 10' -1 LANDSCAPE BREUER CT. CE INTERSECTION rE INTERSECTION 12+11.41 HAWKSMOOR13+61.41 HAWS 10+00.00 BR€UER _ _ 15+89.93 JAYDYN 0.44% HAWKSMOOR ST.J 56924'33"E 206.29' 60'x60" LINE OF SIGHT _— 1.3 R/'W I i M % / N O 3 .I o P o o 2 > N� II -- s SEWER - REFER TO SEWER & STORM DRAIN PLANS BMW o x W o q W U < y Q Wgco3 of I o I wz a�vi ti3 On II_ 4 1 Np. ZOO+ I- O V JQ O IL SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. UB c 3 T OVFF _a ww ti3 o m aNN F-ONim MJ J -� InE¢z 'J II LLLYYY g¢ n� MN F�FnIsII((�� w -Z pjr O ++ V3 � Q W ���T Z�F4 OJ MM m OM w ¢O Q41 V1 MM M o ZN NN OO V QQ MY x "Q _IQ J ¢ viw� 03 '� O 3 d ++ O 3^q'M �Mw U; ryN QO V' Y� aT V�Y � O QQJ �m Ww X00 V M I H U 6] wwvl3 ya mo; * �o � N Od+- 0 U 61 C'J dd3 Z 6' �o m000 dd > V OU2 NU Z y=wi, win OW U 2 -. GTPFALA Flit INC 'FPA71FP` SUMP PLAN VIEW SCALE: t" = 50' NOTE: WALL DATA CALCULATED TO PROPERTY LINE, UNLESS -PROPOSED OTHERWISE NOTED. SEE SHEET 1 FOR WALL SECTION DETAILS. BLOCKWALL WALL SECTIONS 1A & 2A ARE INDENTICAL TO WALL. SECTIONS 1 & 2, EXCEPT THEY ARE STANDARD GREY BLOCK, 1" GROUT CAP & NO PILASTERS. -I 3 12' O �S 4 SOF 2% 2% MIN 9 6" MINIMUM 2% MIN SIDEWALK T SUMP BOTTOM Tp��� L-2:1 SLOPE N.T.S. 4 SEE SHEET I FOR WALL SECTION DETAILS ED w 46 STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS. o 0 M % N O 3 .I o P o o 2 0 m -- s SEWER - REFER TO SEWER & STORM DRAIN PLANS Z � I x W m W U < y CS" SEWER MANHOLE - REFER TO SEWER & STORM DRAIN PLANS. F� V 0 SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. o � � N K I m W o Y m x O CURVE NUMBER FOR CURVE DESCRIPTION ® ITEM OF WORK - SEE SCHEDULE * � N I b s "6 ° > V y=wi, 5�Q -. I _ - -r- ! -__ _ .__-_i I —� -- Ni GRADE TOP di--' E8" BLOCK I TOP ONSUMP _. _— - - - _ T 01 11 1 4 FLOWLINE TOP OF FOOTING 0 0 0 0 0 0 0 M M M M M M M > > W W W W> J w J J J J J W W W O O b M N oYwi Zzm ad VF ¢VIQ- WF ZF ZIa-- W1a- ZIa- �Q:4 NN Q(A Qv) WN m(/J wVl 309.54 LF WALL SECTION 2 riJou1 .hit_ WALL PROFILE SCALE HORT I'= 50' VERT, 1° = 5 12.74 LF WALL SECTION 2 -� PUBLIC WALL 352 350 348 346 344 342 340 i &00 LF WALL SECTION 106.00 LF SEE SHEET 5 1 I A. poi r hUuit __ I— II w II 11 I + ���� I INT E PETROLEUM IN(- "FRAZIER-AKERS' to __ _�S6 ICLV ,_Wf"LT.,-f550`N�i'IVO�1 _ �� N / 2988 E FROM THE SW CCR. �S 11 owo g o, M I wo M / / (FIcL i.00ATION) II (IjTI I rci3 uoi CVMvy\y\' S I 1 > WQ m iQ t< 3 3 Q o� I Z JaQ V!\ I VMI FN I PHASE LINE /I II+ In I w mo'R o a \V too {`p', Jnp''1n�`\U`p's __�//-71�� NI W ¢nrd dd dd ' J CP zrc VO V� 11 11 I n z±o n mow^ o a`L ow FP. 346.1 _____ _ I Ed I J w ¢ t~ii t~n 4 vl-iy I I cl� 9Y4'33"E 11ZA4' 2 I n � 0 z I 1 L8 0 FP. 346.7 I 1 � e ' 4' 3' 102.27 t a ti3 I I y n I III z 3a.Moy. �N_ Z No`0t tcO,I wm N3 J wM O 3 ¢'w� m3FP. 346.7 j� to nn JQUNITV Q±N O 0OQ 4 OVNN O On O ZhM Vm+ O J+N / ww+ m++ m^ 3 m I O. 5 350.00 TOP ti FF ti ¢d 35 .00 41 IA 41 m��% MIA ! EXISTING CANAL FENCE IRRIGATION CANAL ABBREVIATIONS FL FLOWUNE CL CENTERLINE ELEV ELEVATION BC BEGIN CURVE EC END CURVE GB GRADE BREAK R/W RIGHT-OF-WAY 0. SURVEY MONUMENT PER C.O.B. STD. S-29, O EXISTING SURVEY MONUMENT 5ECDESIGNATOR,1 nS j�V SECTON LETTER SHEET MERE SECIION IS SHOWN 2 m STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS. o 0 M % N O 3 .I o P o o 2 0 m -- s SEWER - REFER TO SEWER & STORM DRAIN PLANS Z � I x W m W U < y CS" SEWER MANHOLE - REFER TO SEWER & STORM DRAIN PLANS. F� V 0 SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. o � � N K m W o Y m x O CURVE NUMBER FOR CURVE DESCRIPTION ® ITEM OF WORK - SEE SCHEDULE * � N I b s "6 ° > V y=wi, 5�Q LEGEND: --- D-- STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS. o % J 3 .I W m -- s SEWER - REFER TO SEWER & STORM DRAIN PLANS x W m W U < y CS" SEWER MANHOLE - REFER TO SEWER & STORM DRAIN PLANS. F� V 0 SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. e- - - s - ve®oPHASE UNE O CURVE NUMBER FOR CURVE DESCRIPTION ® ITEM OF WORK - SEE SCHEDULE 0$43-/% N TT 3 D Ii Z d J 3 .I W m x W m W U < y F� V 0$43-/% N TT 3 D Ii B.C. E.C. 1 - - 17+00 — - — - STA. 112 00 - STA. i+0+0 S A T 7R+ECTI N 14+00 N00'53'52'E M+00 16+OOSTA. 10+00.0 RUBIK g� WINDERMERE ST. --'I J JQQ FL 450' LINE OF SIGHT NOi'53'45"E 95.48'I ® „ 3 1 _I —__— "--- C 9c� PL I .p6, I so m M INOO'53'52'E 384.53' II I c LZ 1'L a 1 <2 i FP. 346.0 FP. 345.9 ae MN MM I +{ U FH J I ,I � I mo 4 I FP. 34`455.4 II FP, 34$.3 I FP. 345.1 i FP. 3 5. FP. 345.6 0 1 NCI i 1 +N I UNF 31 Ici ¢a 1 I I rr III I I LUCKMAN DR. 14+QO to Tt� - 4a0 —-- �-----iZ'+fie----- t + —�—®-- z—_— rrc���000��' i of � I J o ( C4 I N i m I I I 356 354 352 350 348 346 344 342 340 3 z m xl 1g IK ml � 9 p FP. 344.8 PRASE LINE E I � E CURVE DATA M LENGTH RADIUS TANGENT DELTA C1 32.37' 1952.00' 16.16' 00'65'56` + K J K N QO J N N �+ N {KJ CI N 1 SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. r F CURVE NUMBER FOR CURVE DESCRIPTION ® ITEM OF WORK - SEE SCHEDULE 58,10'C4 m y ✓' a r 356 354 352 350 348 346 344 342 340 3 z m xl 1g IK ml � 9 p FP. 344.8 PRASE LINE E I � E CURVE DATA CURVE LENGTH RADIUS TANGENT DELTA C1 32.37' 1952.00' 16.16' 00'65'56` C2 35.67' 2048.00' 17.84' 00'59'53' WINDERMERE ST. (STA. 10+00.00 TO 16+52.48) R 74, PLAN VIEW 77' R/W 3' NOTE: SCALE: I"= 50' s'1 6, 1 WALL DATA CALCULATED TO PROPERTY LINE, UNLESS PROPOSED OTHERWISE NOTED. SEE SHEET 1 FOR WALL SECTION DETAILS. 3 LANDSCAPE BLOCKWALL o AREA 74' R/W Y� 2, 11, R/,W X31 _ 74 U ¢� !s 8 6 I I �P i Y PROPOSED I '90f- 6" MINIMUM N 2q N� 2% MIN �� Q LANDSCAPE V2" BLOCKWALL PROPOSED 4: 1 MAX PAD ELE✓A77ON AREA LANDSCAPEBLOCKWALL AREhI SIDEWALK 2:1 SLOPE 2 O ul �s Ic U TYPICAL HECTiCN %A1 �� m e.S PAD ELEVATION p I 12 N.T.S. 2q N 29 MIN OF 6" MINIMUM k CPA SEE SHEET 1 FOR WALL SECTION DETAILS 29 2% MIN �F 4:1 MAX } 6" MINIMUM MIN SIDEWALK SIDEWALK T SUMP TYPICAL S ON 9 1 N.T.S. 5 TYPICAL BECTtON � 21 SLOPE SEE SHEET 1 FOR WALL SECTION DETAILS SEE SHEET 1 FOR WALL SECTION DETAILS a -- - ----o OF W STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS W + K N N ro N N �ilN KM 25.74 LF WALL SECTION 1 J SECTION 2 SECTION 3 WALL PROFILE SCALE: HORz. 1" = 50' VERT. 1° = 5' 38.22 LF WALL SECTION 2 ---J 358 356 354 352 350 348 346 344 342 ABBREVIATIONS FL FLOWLINE CL CENTERLINE ELEV ELEVATION BC BEGIN CURVE EC END CURVE GB GRADE BREAK R/W RIGHT-OF-WAY SURVEY MONUMENT PER C.O.B. STD. S-29. O EXISTING SURVEY MONUMENT SECTION DESIGNATION BECTON l£TIFR SHEET WHERE SECTION IS SHOWN 2 LEGEND: -- - ----o OF o�I � I ANDSCA fi STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS. — s --- SEWER - REFER TO SEWER & STORM DRAIN PLANS i SEWER MANHOLE - REFER TO SEWER & STORM DRAIN PLANS. 1 SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. - - - - ® - - - - PHASE LINE + CURVE NUMBER FOR CURVE DESCRIPTION ® ITEM OF WORK - SEE SCHEDULE ('TOF m y { } Wm W - 7 m NISH T W m Z I U _ _ 0 a t� n s i W SI 0 uj L/� / uj n - FOOTING -'---I . �.-.-�_ TOP OF! _ H FLI) INE M N o, M Mn no of ai AI n 0 of M nO ov of MM 11 OM <n m Mn no r nO o m C M n ano co 12- MM vi r M M Mn r M M n M nO ,o M M 11 O m M OM mN M M 14 Mn ui ui M M nO c a ui d M M an r -i M M n ri M > w J w F N O 0 + O » ww JJ w Op 00 fO ,D NN ++ O_O > w J w O 0 N M + O » ww JJ w ppp 8 . 00] MM ++ p_O » ww JJ ww (VN MM 00 NVl ++ _00 » ww JJ wW 00 00 NN t0 ,0 ++ O_O » wJJ WW 00 00 V V nn ++ O_O » wJ wjz WW F 00 V 00 m <V ro0 ++ 00 Z » JW J ww '6,R - <r MM ++ .-_ » ww JJ ww ed as 00 ++ N_N > w J w N N M + N_ » ww JJ ww '6W w0 F, ++ N_N > w J W pj N W a0 + N » ww JJ Ww rr NN NN 00 ++ _MM » ww JJ ww �p,p Oro NN MM ++ MM » t li Ww liLd 00 ISN 00 ++ Y_µ » V WW W N ++ N_N w > {JJ W K N M + wJ n 23 d WK 0 I- N N dd0 hh NNW dw ow NN da LLa1 woo NN N dd Wa 00 0 NN (/ dd °W' wo F NN N dd °' wo 0 NN N dd 00 d NN 3 dd w WF y_ NorN ddD wh NNO] d h NN dd 1-F- V NN lJ d w h 1- N N dd 1KJ F�- 1- NN N dd °W' h1- F NN N dd Wa fF F- NN N dd a FF x NN V d �o I- <z N 'W 36.00 LF WALL 1 75.09 LF WALL 378.91 LF WALL SECTION 1 98.52 LF WALL SECTION_1.� 25.74 LF WALL SECTION 1 J SECTION 2 SECTION 3 WALL PROFILE SCALE: HORz. 1" = 50' VERT. 1° = 5' 38.22 LF WALL SECTION 2 ---J 358 356 354 352 350 348 346 344 342 ABBREVIATIONS FL FLOWLINE CL CENTERLINE ELEV ELEVATION BC BEGIN CURVE EC END CURVE GB GRADE BREAK R/W RIGHT-OF-WAY SURVEY MONUMENT PER C.O.B. STD. S-29. O EXISTING SURVEY MONUMENT SECTION DESIGNATION BECTON l£TIFR SHEET WHERE SECTION IS SHOWN 2 LEGEND: -- - ----o STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS �3 STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS. — s --- SEWER - REFER TO SEWER & STORM DRAIN PLANS i SEWER MANHOLE - REFER TO SEWER & STORM DRAIN PLANS. © SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. - - - - ® - - - - PHASE LINE Oi CURVE NUMBER FOR CURVE DESCRIPTION ® ITEM OF WORK - SEE SCHEDULE UNIT 3 D+Juj I VI UJ m m y Wm W m W m Z U t� n s i W SI 0 uj L/� / uj n