Loading...
HomeMy WebLinkAbout1.4-7255 7256 & 7257 Record DrawingGENERAL 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 Soils Engineering, Inc. Report No. 13-14656, Dated 2-3-14. CONCRETE A. Materials: 1. Reinforcing: Deformed ASTM A615, Grade 60. 2. Cement: Portland Cement, Type II, 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. 11/2- /2" Ag regate (max). 4. 4" Slump max). C. Admixtures: Only as approved by the Engineer. -MASONRY A. Materials: 1. Concrete Block Masonry Units: ASTM C-90 2. Pacific Clay Modular Face Brick, Sunset Red: ASTM C-216 3. Reinforcing Materials: ASTM A615, Grade 60 deformed. 4. 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. NOTES 1. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION THE CITY CONSTRUCTION INSPECTION DEPARTMENT AND THE PARKS DEPARTMENT SHALL BE GIVEN 24 HOURS NOTICE. CITY CONST. INSPECTION DEPARTMENT 326-3049 PARKS DEPARTMENT 326-3117 GENERAL NOTES 1. BLOCK TYPE: MORTARED CONCRETE BLOCK SIZE WALL: 6"x 8"x 16", 8"x 8"x 16". & 10"x 8"x 16" COLOR: STANDARD GREY PATTERN: RUNNING BOND CAP: RED BRICK WITH WHITE MORTAR 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. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR CLEARING & GRADING THE AREA ALONG THE WALL LINE. 5. CONTRACTOR SHALL OBTAIN AND PROVIDE ALL PERMITS REQUIRED BY C.O.B. BUILDING DEPARTMENT AND/OR PUBLIC WORKS DEPT. 6. ALL SURVEYING REQUIRED SHALL BE PROVIDED INITIALLY BY DEVELOPER, ON A ONE TIME ONLY BASIS. ALL OTHERS WILL BE CHARGED OUT ON AN HOURLY BASIS. 7. BEARING SOIL SHALL BE COMPACTED TO 90% OF MAXIMUM DRY DENSITY AS DETERMINED BY A.S.T.M. D-1557 TO A DEPTH OF 12 INCHES BELOW BOTTOM OF FOOTING. 8. WATER PROOF SURFACE WITH 1/4" THICK ASPHALTIC WATER PROOF COATING OR APPROVED EQUAL AS PER CITY STD. NO.L-8 COAT ONLY THAT PORTION BELOW LOT PAD GRADE DOWN TO FOOTING. ALL OTHER SURFACES ABOVE THE FOOTING SHALL BE SEALED WITH A CLEAR WATER SEAL SUCH AS "AQUA -SEAL". OR APPROVED EQUAL. 9. EXPANSION JOINTS SHALL BE CONSTRUCTED IN EACH PILASTER IN ALL WALLS, AND A MAXIMUM DISTANCE BETWEEN EXPANSION JOINTS OF 60' IN WALLS WITHOUT PILASTERS. 10. BLOCKS AND BRICKS SHALL BE SET ON GRADE, TRUE, PLUMB AND STRAIGHT. CURVES SHALL BE LAID OUT ON NO GREATER THAN 8 FOOT CHORDS. HORIZONTAL MORTAR COURSES ON BLOCK SHALL BE 1/2" :L1/8". 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". ANY FORMWORK NECESSARY TO MAINTAIN THIS FOOTING WIDTH SHALL EXTEND BELOW THE FINSIHED TOP OF GRADE AT LEAST 16" OR THE DEPTH OF THE FOOTING, WHICHEVER IS LESS. 16. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS 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. ANY WORK CONNECTING TO EXISTING PUBLIC FACILITIES FROM PRIVATE PROPERTY WILL REQUIRE AN ENGINEER'S ESTIMATE FOR THE WORK IN THE EXISTING PUBLIC RIGHT-OF-WAY TO ESTABLISH THE NECESSARY DEPOSIT. 18. ALL PROPOSED WALLS SHOWN HEREIN ARE PRIVATE AND ARE TO BE PRIVATELY MAINTAINED. REVISIONS APP ROVED: � CITY OF BAKERSFIELD KERN COUNTY CALIFORNIA REVISIONS APPROVED* D = v>� � `TE- WALL CONSTRUCTION PLANS "��""` `?°°'& FOR Uj TRACT 7255, 7256, & 7257 M1ge„u,�„w ,,,� V HOVINGHAM DRIVE & PEMBERLEY PASSAGE AVE. '�°' (PRIVATELY MAINTAINED) VICINITY MAP NO SCALE SOLID 3 5/8"x 2 1/4"x 7 5/8" SUNSET RED BRICK HEADER 3 5/8% 1 1/4"x 7 5/8' SUNSET RED BRICK VENEER (SOILDER COURSE) 15 CONT. BOND BEAM (12' FROM THE TOP) 6'x8"x16" CONCRETE BLOCK - STUCCO STREET SIDE (BROWN COAT) (COLOR BASE II OMEGA COAT) #5 CONT. BOND BEAM (AT MID HEIGHT) STREET SIDE GROUT SOLID ALL CAVITIES - LANDSCAPE LANDSCAPE GRADE VARIES (6" MIN. TO 14" MAX) �2 M 3"X3"X3' CONCRETE BLOCK CHAIRS SHALL BE USED TO PLACE FOOTING REBAR BERRENDA MESA WATER STORAGE DISTRICT M17 AVENUE_ _ _ _ _ _ MING AVENUE _ _ _ _�- - - - 11 � 4 / 3 ` 6 7 g 9 10 12 1 11 1 12 1 13 1 14 1 15 1 1B I 1© 19 I 18 ( 17 I 18 I 15 1 14 I i3 5 10 1 I I t I I I I I I I I 1 12 �/ `._ to 9 8 7 6 / 3 F 4` 5 13 I 1 1 1 UN/ T 2 2 Q U N / T -'--- _ U N / ' PROPOSED BLOCK WALL - - 2 1 v U N 17� 1 ,4 35 15 8 � O � 1 �. � \ 33 W 7 6 5 4 3 2 1 20 © 1 N 9 12 I t 16 t7 ® 1 \ -- . ' d� 2 t7 9 I 1 .,.. "� g.:" 11-31 - 1 16 Q 12 I _ / 7 F 36 " 3 1� 8 L, t I .,, r " �� JRA CJ 7,255 17 11 to GE 5.�„ ..A..: .. ...,-�i 1 37 13 14 75 16 17 18 19 20 2 �' y /"' / .� PPS 29 18 38 24 528 `? 19 U N / 2 - - -' 8-' U N e3 / ! \ 27 I _ �-is.•��nallllllllllli�--� SOLID 3 5/8% 2 1/4"x 7 5/8" I? - SUNSET SUNSET RED BRICK HEADER 2„ 3 5/8"x 1 1/4"x 7 5/8" SUNSET RED BRICK VENEER (SOILDER COURSE) R #5 CONT. BOND BEAM (12" FROM THE TOP) 2" SEALANT TO BE APPLIED BY WALL CONTRACTOR STOCKDALE to v R. 26 E7�JEI T. 30 S., 0 a 1"=200' U 6'x8'x16" CONCRETE BLOCK I #4 BAR AT 32' O.C. 4)SHEET NO. 2 PRT S1 TE 0 TITLE STUCCO STREET SIDE W � o A MING P, AVENUE (BROWN COAT) (48 MIN. LAP SPLICE) o >R eow 11' s6x w o- <:4j) (48" MIN. LAP SPLICE) DR. WEST ENTRY MONUMENT'S (COLOR BASE II OMEGA COAT) voi 11 z 2 0 6R. HOVINGHAM #5 CONT. BOND BEAM (CENTERED IN WALL) d R 6223 is cD x (AT MID HEIGHT) WHITE LANE S W PEMBERLEY SEALANT TO BE APPLIEDo SO �- a W d TOP OF FOOTING) i o 1 (10 Know what's z J a GROUT SOLID ALL CAVITIES �O t� m before you dig. 14 0 13 STREET SIDE NEATLY GROUT CAVITY N FIRST COURSE TO CONSIST OF N OUTHERN PACIFIC RAILROAD UNMORTARED HEAD JOINTS TO in VICINITY MAP NO SCALE SOLID 3 5/8"x 2 1/4"x 7 5/8" SUNSET RED BRICK HEADER 3 5/8% 1 1/4"x 7 5/8' SUNSET RED BRICK VENEER (SOILDER COURSE) 15 CONT. BOND BEAM (12' FROM THE TOP) 6'x8"x16" CONCRETE BLOCK - STUCCO STREET SIDE (BROWN COAT) (COLOR BASE II OMEGA COAT) #5 CONT. BOND BEAM (AT MID HEIGHT) STREET SIDE GROUT SOLID ALL CAVITIES - LANDSCAPE LANDSCAPE GRADE VARIES (6" MIN. TO 14" MAX) �2 M 3"X3"X3' CONCRETE BLOCK CHAIRS SHALL BE USED TO PLACE FOOTING REBAR BERRENDA MESA WATER STORAGE DISTRICT M17 AVENUE_ _ _ _ _ _ MING AVENUE _ _ _ _�- - - - 11 � 4 / 3 ` 6 7 g 9 10 12 1 11 1 12 1 13 1 14 1 15 1 1B I 1© 19 I 18 ( 17 I 18 I 15 1 14 I i3 5 10 1 I I t I I I I I I I I 1 12 �/ `._ to 9 8 7 6 / 3 F 4` 5 13 I 1 1 1 UN/ T 2 2 Q U N / T -'--- _ U N / ' PROPOSED BLOCK WALL - - 2 1 v U N 17� 1 ,4 35 15 8 � O � 1 �. � \ 33 W 7 6 5 4 3 2 1 20 © 1 N 9 12 I t 16 t7 ® 1 \ -- . ' d� 2 t7 9 I 1 .,.. "� g.:" 11-31 - 1 16 Q 12 I _ / 7 F 36 " 3 1� 8 L, t I .,, r " �� JRA CJ 7,255 17 11 to GE 5.�„ ..A..: .. ...,-�i 1 37 13 14 75 16 17 18 19 20 2 �' y /"' / .� PPS 29 18 38 24 528 `? 19 U N / 2 - - -' 8-' U N e3 / ! \ 27 I _ �-is.•��nallllllllllli�--� SOLID 3 5/8% 2 1/4"x 7 5/8" I? - SUNSET SUNSET RED BRICK HEADER 2„ 3 5/8"x 1 1/4"x 7 5/8" SUNSET RED BRICK VENEER (SOILDER COURSE) R #5 CONT. BOND BEAM (12" FROM THE TOP) 2" SEALANT TO BE APPLIED BY WALL CONTRACTOR 3„ #4 AR b 32" O.C. 60 1z-6 01C. 3" 144 BAR SO 32 O.C. 3"X3"X3" CONCRETE BLOCK CHAIRS SH-�8- USED AS PLACE FOOTINGBREBAR TO 45" 3y " WALL SECTION 1 N.T.S. WALL SECTION 2 N.T.S. DENOTES SHEET NUMBER FOR WALL LOT SIDE to KEY LOT SIDE �%� ¢ 'L' n = W W SCALE: 1"=200' U 6'x8'x16" CONCRETE BLOCK I #4 BAR AT 32' O.C. 4)SHEET NO. INDEX J4 "L" BAR AT 32" O.C. TITLE STUCCO STREET SIDE (CENTERED IN Wim) 1 °O � o A ><�, (CENTERED IN WALL) d c (BROWN COAT) (48 MIN. LAP SPLICE) o 5 - a, w o- <:4j) (48" MIN. LAP SPLICE) DR. WEST ENTRY MONUMENT'S (COLOR BASE II OMEGA COAT) '- 14 'L' BAR AT 32" O.C.La W 6R. HOVINGHAM #5 CONT. BOND BEAM (CENTERED IN WALL) PEMBERLEY PASSAGE AVE. is cD x (AT MID HEIGHT) (EXTEND TO 48 ABOVE c W PEMBERLEY SEALANT TO BE APPLIEDo SO �- a W TOP OF FOOTING) i o 1 (10 Know what's BY WALL CONTRACTOR J a GROUT SOLID ALL CAVITIES �O t� before you dig. = n STREET SIDE NEATLY GROUT CAVITY FIRST COURSE TO CONSIST OF N FIRST COURSE TO CONSIST OF UNMORTARED HEAD JOINTS TO in 1 OR 2 EA. 8"x8"x16" UNMORTARED HEAD JOINTS TO ALLOW FOR DRAINAGE CONCRETE BLOCK ALLOW FOR DRAINAGE FINISHED GRADFFINISHED " 2X LANDSCAPE GRADE VARIES GRADE � z z » (6 MIN. TO 14 MAX.) co EA.# 5 SAR "' I _85" M�N`i' A� 3 ' -° ` "-° = 5 EA #4 BAR A 9" O.C. . 3„ #4 AR b 32" O.C. 60 1z-6 01C. 3" 144 BAR SO 32 O.C. 3"X3"X3" CONCRETE BLOCK CHAIRS SH-�8- USED AS PLACE FOOTINGBREBAR TO 45" 3y " WALL SECTION 1 N.T.S. WALL SECTION 2 N.T.S. DENOTES SHEET NUMBER FOR WALL b� to KEY MAP J J W SCALE: 1"=200' U " AS THE BASIS OF BEARINGS SHOWN HEREON. 4)SHEET NO. INDEX SHEET TITLE BENCHMARK USED: 1. COVER SHEET A 2R. WALL & PILASTER DETAILS ALLEN 3. ENTRY MONUMENT DETAILS 2 <:4j) HOVINGHAM DR. WEST ENTRY MONUMENT'S ELEVATION = 367.96' (NAVD 88 DATUM) 5. HOVINGHAM DRIVE 6R. HOVINGHAM DRIVE & PEMBERLEY PASSAGE AVE. A 7R, HOVINGHAM DRIVE & 10000 STOCKDALE HIGHWAY PEMBERLEY PASSAGE AVE. LIST OF MATERIALS BLOCK WALL LF 2047' LEGEND: ABBREVIATIONS FL FLOWUNE CL CENTERLINE EG EXISTING GRADE FG FINISHED GRADE GB GRADE BREAK LS LANDSCAPE ELEV ELEVATION EC END VERTICAL CURVE BC BEGIN CURVE TW TOP OF WALL W1 WALL SECTION PROPOSED WALL CTION LETTER - - - - - A SEC11ON LINE 1 HEET SECTION IS LOCATED 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 DESIG CRITERIA SHALL BE CORRE�ED DURING C�STRUCTION. ,7jl R A. MciNTOSH R.C.E. 33322 DATE EXP. 6-30-16 IN ACCORDANCE WITH THE CONDITIONS OF THE VESTING TENTATIVE MAP, THE IMPROVEMENT PLANS HAVE BEEN REVIEWED BY THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT. ALL IMPROVEMENTS HEREIN ARE "PRIVATE" AND ARE TO BE PRIVATELY MAINTAINED. 1i)j1\, " `9 It r, APPROVED BY: NICOLAS FIDLER, PUBLIC WORKS DIRECTOR DATE R.C.E. NO. 61069 EXP. 12-31-16 REVIEWED BY: ASSISTANT PUBLIC WORKS DIRECTOR DATE REVIEWED BY: TRAFFIC ENGINEER BASIS OF BEARINGS: tc��Zolls� DATE THE BEARING OF N 01'02'20" E SHOWN FOR THE b� to LINE OF SECTION 10, T. 30 S., R. 26 E, AS SH 0 CNI In J J W rn _> U U " AS THE BASIS OF BEARINGS SHOWN HEREON. Lxi ­jj3 THE BEARING OF N 01'02'20" E SHOWN FOR THE EAST LINE OF SECTION 10, T. 30 S., R. 26 E, AS SH 0 WN ON RECORD OF SURVEY, BOOK 25 OF MAPS, PG. 49 IN YyF_ THE OFFICE OF KERN COUNTY RECORDER WAS USED " AS THE BASIS OF BEARINGS SHOWN HEREON. Lxi ­jj3 BENCHMARK USED: TOP OF CONCRETE MONUMENT IN LAMPHOLE AT THE ` s CENTERLINE INTERSECTION OF MING AVENUE AND ALLEN ©�%��.-�� ROAD, ALSO BEING THE NORTHWEST CORNER OF SECTION 12, T.30.S, R.26E.,C 1 D D I# 0 &< � ELEVATION = 367.96' (NAVD 88 DATUM) m NOTE: SUBTRACT 1.98 FEET TO GET TO USGS/CITY DATUM • OWNER & SUBDIVIDER: CASTLE & COOKE CALIFORNIA, INC. 10000 STOCKDALE HIGHWAY BAKERSFIELD, CA 93311 below. CONTACT: SCOTT THAYER Know what's PH.: 661-664-6500 Call 0-�)���YiGl7d(�?` before you dig. 0 1111111 A� 0 R 2" SOLID 3 5/8'x 2 1/4'x 7 5/8' SUNSET RED BRICK CAP (ROWLOCK) 3 5/8"x 1 1/4'x 7 5/8" I SUNSET RED BRICK VENEER (SOLDIER COURSE) #5 CONT. BOND BEAM 1'x 2 1/4"x 7 5/8" (12' FROM THE TOP) SUNSET RED BRICK VENEER (RUNNING BOND) SEALANT TO BE APPUED BY WALL CONTRACTOR z67*GMc. ¢ o Or.) LOT SIDE�� cn Q x `� a #4 'VERT" BAR AT 24" O.C. o w (CENTERED IN WALL) 3 6'x8'xi6' CONCRETE BLOCK4 z (48 MIN. SPLICE) o _ �- ,,-,SUNSET RED BRICK VENEER #5 (ANT. BOND BEAM 'L' (SOLDIER COURSE) ..,,,,--PLANTER SIDE .`� (AT MID HEIGHT) #4 BAR AT 24" O.C. 1 SUNSET RED BRICK < 16" SQUARE TRAVERTINEu I EXTEND TO 48' ABOVE TOP OF co M (SEE DETAIL 'C" ON SHEET 3) GROUT SOLID ALL CAVITIES IV FOOTING (CENTERED IN WALL) c� STREET SIDE NEATLY GROUT CAVITY o 0 P #4 BAR AT 24' O.C. z FIRST COURSE TO CONSIST OF (2.67' C. TO C. TYP.)� —(CENTERED IN WALL) g 3 OR 4 EA 8"x8'x16' UNMORTARED HEAD JOINTS TO (48• MIN. SPLICE) o a CONCRETE BLOCK ALLOW FOR DRAINAGE CD im . » I x8 x16 CONCRETE BLOCK LANDSCAPE GRADE VARIES (6' MIN. TO 14' MAX.) N M 3'X3'X3' CONCRETE BLOCK FINISHED GRADE 21 1 19" 5" MIN. 4 EA. #5 BAR 0 13' O.C. f „ 14 BAR 0 32" O.C. 3 CHAIRS SHALL BE USED TO - 48 __❑ PLACE FOOTING REBAR WALL SECTION 3 N.T.S. \/ #5 CONT. BOND BEAM (12' FROM THE TOP) \ LOT SIDE SEALANT TO APPLIED BY WALL CONTRACTOR 6"x8'x16' CONCRETE BLOCK GROUT SOUD ALL CAVITIES— #5 CONT. BOND BEAM (AT MID HEIGHT) #4 'L' BAR AT 24' O.C. EXTEND TO 48" ABOVE TOP OF FOOTING 3 5/8"x 2 1/4'x 7 5/8' SOLID SUNSET ,RED BRICK CAP WITH WHITE MORTAR (ROWLOCK -DOUBLE ROW) 3 5/8'x 1 1/4"x 7 5/8' 2" ,,-,SUNSET RED BRICK VENEER SOLID 3 5/8'x 2 1/4"x 7 5/8" 1 EA. #4 "L' BAR EACH CORNER OF PILASTER (SOLDIER COURSE) ..,,,,--PLANTER SIDE .`� 3 5/8'x 7 5/8'x 1 1/4' PLANTER SIDE W SUNSET RED BRICK < 16" SQUARE TRAVERTINEu M (SEE DETAIL 'C" ON SHEET 3) SUNSET RED BRICK VENEER 1"x 2 1/4"x 7 5/8" (CENTERED IN WALL) c� SUNSET RED BRICK VENEER SUNSET ay "VER1" o 0 P #4 BAR AT 24' O.C. z E (2.67' C. TO C. TYP.)� —(CENTERED IN WALL) g = W a (48• MIN. SPLICE) o a W -VERT' CD im . » I x8 x16 CONCRETE BLOCK FIRST COURSE TO CONSIST OF M o 25%9UNMORTARED #5 CONT. BOND BEAM NEATLY GROUT CAVITY (AT 1/4 HEIGHT) 4 EA. 8*X8*X16" LANDSCAPE CONCRETE BLOCK VARIES FIRST COURSE TO CONSIST OF (SEE DETAIL A) UNMORTARED HEAD JOINTS TO O° (SHEET 4, ( ALLOW FOR DRAINAGE LANDSCAPE GRADE VARIES tea. . � 1 (6" MIN. TO 11' MAX.) 26" 2t" N M •; W MIN, j -' 4 EA. #5 BAR 0 15.33" O.C. -" #4 BAR 0 32' O.C. 3" 3'X3'X3' CONCRETE BLOCK CHAIRS SHALL BE USED TO 55" PLACE FOOTING ROAR WALL SECTION 4 N.T.S. Al 3 5/8'x 7 5/8'x 2 1/4' 2" SUNSET RED BRICK SOLID 3 5/8'x 2 1/4"x 7 5/8" 1 EA. #4 "L' BAR EACH CORNER OF PILASTER (ROWLOCK -DOUBLE ROW) ..,,,,--PLANTER SIDE .`� 3 5/8'x 7 5/8'x 1 1/4' SUNSET RED BRICK y 1"x 2 1/4"x 7 5/8" (SAILOR COURSE) SUNSET RED BRICK VENEER 1"x 2 1/4"x 7 5/8" (CENTERED IN WALL) SUNSET RED BRICK VENEER SUNSET BY WALL CONTRACTOR (RUNNING BOND) FINISHED GRADE co -LOT (2.67' C. TO C. TYP.)� :a (12" FROM THE TOP) i CONT. BOND BEAM (AT MID HEIGHT) SEALANT TO BE APPUED BY WALL CONTRACTOR X W -VERT' CD im . » I x8 x16 CONCRETE BLOCK FIRST COURSE TO CONSIST OF M o 25%9UNMORTARED HEAD JOINTS TO Yj LANDSCAPE GRADE 8" ALLOW FOR, DRAINAGE VARIES (6' MIN) = STREET SIDE.�f N """ 3 EA #4 BAR 0 7" O.C. #4 'L' BAR AT 32' O.C. o 0 #4 BAR 0 32' O.C. W EXTEND TO 48" ABOVE TOP OF 3" �- N 3'X3"X3" CONCRETE BLOCK FOOTING CHAIRS SHALL BE USED TO 23 � PLACE FOOTING REBAR STREET SIDE _,o, WALL SECTION 5 •D A N.T.S. N.T.S. Al R 2" SOLID 3 5/8"x 2 1/4'x 7 5/8" 32't SUNSET RED BRICK CAP (ROWLOCK) PRECAST PILASTER CAP 3 5/8% 1 1/4"x 7 5/8" SUNSET RED BRICK VENEER (SOLDIER COURSE) #5 CONT. BOND BEAM 3 5/8"x 2 1/4"x 7 5/8" SOLID SUNSET RED _ _ g 3 5/8"X 2 1/4"X 7 5/8" (12" FROM THE TOP) a BRICK HEADER CAP WITH c WHITE MORTAR ' 2 SUNSET RED BRICK WITH WHITE MORTAR 10•X 8"X 6" BLOCK ON LOT SIDE SEALANT TO BE BY WALL CONTRACTOR a" " " 0"6' PORTION OF WALL 3 5/8'x 1 114"x 7 5/8" SUNSET RED (.0M 3 9/8"x 1 1/4 x 7 5/8 SUNSET RED BRICK 8 X 8 X 6 BLOCK ON LOT SIDE BRICK VENEER WITH WHITE MORTAR LOT SIDE�J� ~ VENEER ON STREET SIDE (SAILOR COURSE) 0 8" PORTION OF WALL �- W x- `J-` � � �- STREET SIDE -f STUCCO: BROWN COAT #4 'VERT` BAR AT 24" O.C. (9'-4' SECTION) = o _ _ _ _ _ _ _ _ _ _ �J I COLOR BASE 11 OMEGA COAT #4 "VERT" BAR AT 16" O.C. (10'-0' SECTION) `i c �� LOT SIDE --` (CENTERED IN WALL) 10 0! 3 6"x8"x16" CONCRETE BLOCKW (48" MIN. SPUCE)_ 6"X 8"X 16" OR 8"x 8"x 16" NCRETE (AT MIDTH GHT) BOND NEATLY GROUT CAVITY °' L» » PROPERTY ON STREET SIDE K STUCCO 6» x 8 x 16 CONCRETE BLOCK _�-� 8m(AS REQUIRED, PER PLAN) GROUT SOLID ALL CAVITIES 1 FINISHED GRADE WITH STUCCO ON STREET SIDE Q N UNE STREET SIDE ._J� / #4 'L" BAR AT 24' O.C. (9'-4" SECTION) 2,-0" STUCCO: BROWN COAT COLOR COAT OMEGA II BASE 2'-0" A SECT/ON #4 'L" BAR AT 16' O.C. (10'-0" SECTION) 4 OR 5 EA. 8•x8'x16' EXTEND TO 48' ABOVE TOP of z a TYPICAL WALL ELEVATION — ALL STREETS 2 SCALE. N. T.S. CONCRETE BLOCK FOOTING g 8'x 8"x 16" CONC BLOCK FIRST COURSE TO CONSIST OF " NOT TO SCALE 3 5/8"x 2 1/4"x 7 5/8" �g N, 0 8 WALL PORTION & UNMORTARED HEAD JOINT'S TO " SUNSET RED BRICK WITH WHITE MORTAR ALLOW FOR DRAINAGE 10"x 8"x 16 CONC BLOCK 2'-0. LANDSCAPE GRADE VARIES 1 0 6" WALL PORTION 8"x 8"x 16" CONCRETE BLOCK 3 5/8"x 2 1/4"x 7 5/8' SUNSET RED BRICK CAP (6' MIN. TO 18' MAX.) 16" 17" � WITH MATCHING STUCCO ON STREET SIDE WITH WHITE MORTAR �► _ - s` 5°• VIN:1Y' ` y: - : , 3 EA i BAR 0 14:35" O.C. #4 A. "CORNER BAR 0 (LOWER COURSES, PER PLANS) -- - M „ #4 BAR 0 32' O.0 3'X3'X3' CONCRETE BLOCK 1 2" EXPANSION JOINT col CHAIRS SHALL BE USED TO /\,-6"x3 5/8"x 5/8"x 7 5/8" RED BRICK PLACE FOOTING ROAR 41 1/2" EXPANSION JOINT 8'x 16" MORTARED CONCRETE BLOCK VENEER WITH WHITE MORTAR � 10"x 8"x 16" CONC. WITH MATCHING STUCCO ON STREET SIDE BLOCK W/ #4 BAR 3 5/8"x 2 1/4"x 7 5/8" (UPPER COURSES) WALL SECTION 7 A EACH CELL SUNSET RED BRICK VENEER ANCHOR TIES TO CONC. B SEC TION N.T.S. SCALE.- N. T.S. � 2 2" 8"X 8"X 16" BLOCK W/ #4 "L" BAR 0 SOLID 3 5/8'x 2 1/4"x 7 5/8" 1 EA. #4 "L' BAR EACH CORNER OF PILASTER EACH CORNER OF PILASTER 0 8" WALL SECTION & 10"X 8"X 16" BLOCK W/ #4 "L" BAR 0 - SUNSET RED BRICK CAP (ROWLOCK) EACH CORNER OF PILASTER 0 6" WALL SECTION y 1"x 2 1/4"x 7 5/8" 0 SUNSET RED BRICK VENEER SEALANT TO BE APPLIED (RUNNING BOND) BY WALL CONTRACTOR f5 CONT. BOND BEAM -LOT a o 4 EA. # 6 VERT BARS (12" FROM THE TOP) 1 LLj Z 0 W -VERT' CD im #4 BAR AT 32' O.C. o o 6"x8"x16' CONCRETE BLOCK (CENTERED IN WALL) (48" MIN. SPUCE) z S2 #5 CONT. BOND BEAM = °P (AT MID HEIGHT) #4 'L' BAR AT 32' O.C. o 0 0 3 W EXTEND TO 48" ABOVE TOP OF �- N GROUT SOLID ALL CAVITIES FOOTING c � 0 I STREET SIDE _,o, FINISHED GRADE •D 2 OR 3 EA 8"x8'x16" NEATLY GROUT CAVITY c CONCRETE BLOCK FIRST COURSE TO CONSIST OF 5 _%� /UNMORTARED HEAD JOINTS TO �, N LANDSCAPE GRADE VARIES ALLOW FOR DRAINAGE i (6" MIN. TO 14" MAX.) 14" 11 15" 5 A A 0 _ s.5" MIN. pry . � 3 EA. f5 BAR Ole O.C. N W N ml 777771. .n 14 BAR 0 32" O.C. N 3' 3'X3'X3' CONCRETE BLOCK 37„ CHAIRS SHALL BE USED TO Z O PLACE FOOTING ROAR WALL SECTION 6 SUNSET RED BRICK WITH N.T.S. N.T.S. Al R 2" SOLID 3 5/8"x 2 1/4'x 7 5/8" 32't SUNSET RED BRICK CAP (ROWLOCK) PRECAST PILASTER CAP 3 5/8% 1 1/4"x 7 5/8" SUNSET RED BRICK VENEER (SOLDIER COURSE) #5 CONT. BOND BEAM 3 5/8"x 2 1/4"x 7 5/8" SOLID SUNSET RED _ _ g 3 5/8"X 2 1/4"X 7 5/8" (12" FROM THE TOP) a BRICK HEADER CAP WITH c WHITE MORTAR ' 2 SUNSET RED BRICK WITH WHITE MORTAR 10•X 8"X 6" BLOCK ON LOT SIDE SEALANT TO BE BY WALL CONTRACTOR a" " " 0"6' PORTION OF WALL 3 5/8'x 1 114"x 7 5/8" SUNSET RED (.0M 3 9/8"x 1 1/4 x 7 5/8 SUNSET RED BRICK 8 X 8 X 6 BLOCK ON LOT SIDE BRICK VENEER WITH WHITE MORTAR LOT SIDE�J� ~ VENEER ON STREET SIDE (SAILOR COURSE) 0 8" PORTION OF WALL �- W x- `J-` � � �- STREET SIDE -f STUCCO: BROWN COAT #4 'VERT` BAR AT 24" O.C. (9'-4' SECTION) = o _ _ _ _ _ _ _ _ _ _ �J I COLOR BASE 11 OMEGA COAT #4 "VERT" BAR AT 16" O.C. (10'-0' SECTION) `i c �� LOT SIDE --` (CENTERED IN WALL) 10 0! 3 6"x8"x16" CONCRETE BLOCKW (48" MIN. SPUCE)_ 6"X 8"X 16" OR 8"x 8"x 16" NCRETE (AT MIDTH GHT) BOND NEATLY GROUT CAVITY °' L» » PROPERTY ON STREET SIDE K STUCCO 6» x 8 x 16 CONCRETE BLOCK _�-� 8m(AS REQUIRED, PER PLAN) GROUT SOLID ALL CAVITIES 1 FINISHED GRADE WITH STUCCO ON STREET SIDE Q N UNE STREET SIDE ._J� / #4 'L" BAR AT 24' O.C. (9'-4" SECTION) 2,-0" STUCCO: BROWN COAT COLOR COAT OMEGA II BASE 2'-0" A SECT/ON #4 'L" BAR AT 16' O.C. (10'-0" SECTION) 4 OR 5 EA. 8•x8'x16' EXTEND TO 48' ABOVE TOP of z a TYPICAL WALL ELEVATION — ALL STREETS 2 SCALE. N. T.S. CONCRETE BLOCK FOOTING g 8'x 8"x 16" CONC BLOCK FIRST COURSE TO CONSIST OF " NOT TO SCALE 3 5/8"x 2 1/4"x 7 5/8" �g N, 0 8 WALL PORTION & UNMORTARED HEAD JOINT'S TO " SUNSET RED BRICK WITH WHITE MORTAR ALLOW FOR DRAINAGE 10"x 8"x 16 CONC BLOCK 2'-0. LANDSCAPE GRADE VARIES 1 0 6" WALL PORTION 8"x 8"x 16" CONCRETE BLOCK 3 5/8"x 2 1/4"x 7 5/8' SUNSET RED BRICK CAP (6' MIN. TO 18' MAX.) 16" 17" � WITH MATCHING STUCCO ON STREET SIDE WITH WHITE MORTAR �► _ - s` 5°• VIN:1Y' ` y: - : , 3 EA i BAR 0 14:35" O.C. #4 A. "CORNER BAR 0 (LOWER COURSES, PER PLANS) -- - M „ #4 BAR 0 32' O.0 3'X3'X3' CONCRETE BLOCK 1 2" EXPANSION JOINT col CHAIRS SHALL BE USED TO /\,-6"x3 5/8"x 5/8"x 7 5/8" RED BRICK PLACE FOOTING ROAR 41 1/2" EXPANSION JOINT 8'x 16" MORTARED CONCRETE BLOCK VENEER WITH WHITE MORTAR � 10"x 8"x 16" CONC. WITH MATCHING STUCCO ON STREET SIDE BLOCK W/ #4 BAR 3 5/8"x 2 1/4"x 7 5/8" (UPPER COURSES) WALL SECTION 7 A EACH CELL SUNSET RED BRICK VENEER ANCHOR TIES TO CONC. B SEC TION N.T.S. SCALE.- N. T.S. � 2 SEE WALL SECTIONS 6 X 8 X 16 BLOCK r- a co OR 8"X 8"X 16" BLOCK O D U U U O W W W W PER WALL SECTION U Nww #4 BAR CONTINUOUS 1 1 PER WALL SECTIONS z :r in i• LL__---ILL--- o MstMd 1 EA. #4 "L' BAR EACH 1/2' EXPANSION JOINT WITH CORNER OF PILASTER RED BRICK VENEER 0 PILASTERS CLOSED END BLOCK AT EXPANSION (TYP. ALLL; STREET SIDE) JOINT, TERMINATE BOND BEAM STEEL (TYPICAL) 10'x 8'x 16" CONC. BLOCK W/ #4 BAR EACH CELL PLAN SECTION AT WALL AND PILASTER — WALL SECTIONS 1. 2, 6, 8c 7 N.T.S PILASTER NOTES: • EACH PILASTER TO HAVE 1 EA. #4 "L' BAR AT EACH CORNER PER THE DETAIL SHOWN HEREIN. • EACH 'L' BAR TO HAVE MIN. 8.5' HOOK LENGTH AND ARE TO BE SET A MIN. OF 3' ABOVE THE BOTTOM OF FOOTING. • ALL CONCRETE BLOCKS AT PILASTERS TO BE SOLID GROUTED. • EXPANSION JOINTS AT PILASTERS TO BE HIDDEN BEHIND BRICK VEENER ON STREET SIDE AND 10" BLOCK ON LOT SIDE D REVISIONS APPROVED: BCAINE NEPTUNE R.C.E. 55102 /2-2 z-ts- DATE Jwa Lt'A. ',Sr 1 � . MARIAN P. SHAW DATE R.C.E. 32178 i� tori a psi 0 V N PRECAST PINEAPPLE FINIAL PRECAST COLUMN CAP PRECAST ARCHITECTURAL BAND � 8"X 8"X 16" BLOCK W/ #4 "L" BAR 0 #4 "L" BAR PER WALL DETAILS 1 EA. #4 "L' BAR EACH CORNER OF PILASTER EACH CORNER OF PILASTER 0 8" WALL SECTION & 10"X 8"X 16" BLOCK W/ #4 "L" BAR 0 - #4 BAR 0 32' 0/C EACH CORNER OF PILASTER 0 6" WALL SECTION SEE WALL SECTIONS 6 X 8 X 16 BLOCK r- a co OR 8"X 8"X 16" BLOCK O D U U U O W W W W PER WALL SECTION U Nww #4 BAR CONTINUOUS 1 1 PER WALL SECTIONS z :r in i• LL__---ILL--- o MstMd 1 EA. #4 "L' BAR EACH 1/2' EXPANSION JOINT WITH CORNER OF PILASTER RED BRICK VENEER 0 PILASTERS CLOSED END BLOCK AT EXPANSION (TYP. ALLL; STREET SIDE) JOINT, TERMINATE BOND BEAM STEEL (TYPICAL) 10'x 8'x 16" CONC. BLOCK W/ #4 BAR EACH CELL PLAN SECTION AT WALL AND PILASTER — WALL SECTIONS 1. 2, 6, 8c 7 N.T.S PILASTER NOTES: • EACH PILASTER TO HAVE 1 EA. #4 "L' BAR AT EACH CORNER PER THE DETAIL SHOWN HEREIN. • EACH 'L' BAR TO HAVE MIN. 8.5' HOOK LENGTH AND ARE TO BE SET A MIN. OF 3' ABOVE THE BOTTOM OF FOOTING. • ALL CONCRETE BLOCKS AT PILASTERS TO BE SOLID GROUTED. • EXPANSION JOINTS AT PILASTERS TO BE HIDDEN BEHIND BRICK VEENER ON STREET SIDE AND 10" BLOCK ON LOT SIDE D REVISIONS APPROVED: BCAINE NEPTUNE R.C.E. 55102 /2-2 z-ts- DATE Jwa Lt'A. ',Sr 1 � . MARIAN P. SHAW DATE R.C.E. 32178 i� tori a psi 0 V N PRECAST PINEAPPLE FINIAL PRECAST COLUMN CAP PRECAST ARCHITECTURAL BAND � I 0 f- 4 EA. # 6 VERT BARS Z 0 W �Q Z� = W I � 0 I c oa i 5 A A 0 N W N > Z O 3 5/8'X 2 1/4'X 7 5/8" SUNSET RED BRICK WITH WHITE MORTAR (RUNNING BOND) 6'x6"xt/4' SQUARE HSS � I PRECAST COLUMN `r I BASE FINISHED GRADE 11 I I ap a� <° p ° a ° Ia 4 4 EA 18' No. 4 ROAR WELDED TO 6' SQ. HSS d e. °I ed Z M d S-4" C COLUMN DETA/L 2 SCALE. N. T.S. GROUT SOLID ALL 6» CAVITIES D 8"x8"x,CMU BLOCKS (RUNNING BOND) I �I❑I Q 0 � #4 TIES ®,8' O.C. 3 5/8'x 2 1/4'x 7 5/8' SUNSET RED BRICK WITH 3'-4" WHITE MORTAR (RUNNING BOND) SECTION A -A NOT TO SCALE ECD INN Know what's below. _7 5s 7 s 757 Call before you dig. m o¢ W �Q Z� = W U N c oa N N Z O o cn w = Scno z 3 � o F= o� �o U U Z Wz �Q W W LO � M NOTE: ALL DIMENSIONS RELATE TO THE OUTSIDE FACE OF BRICK SIGNAGE INSTALLATION REQUIREMENTS: STAINLESS STEEL WALL ANCHORS (1/4"x 2 1/2") MIN. MOUNTED TOP & BOTTOM EVERY 6 INCHES FLUSH TO WALL WITH EPDXY do SHALL HAVE NO VOIDS BETWEEN SIGNAGE & WALL ANCHOR TIES TO GROUT (RUNNING BOND) 'TRY MONUMEI a RIVE & CANAL CROSSING 3 5/8'x 2 1/4'x 7 5/8" SUNSET RED BRICK ROWLOCK (DOUBLE ROW) C) WEST ENTRY MONUMENT AT HOVINGHAM DRIVE & 3 J N.T.S. �— PRECAST COLUMN CAP 3 5/8"X 2 1/4"X 7 5/8" SUNSET RED BRICK NTH jWHITE MORTAR (SOLDIER COURSE) 3 5/8"x 2 1/4"x 7 5/8' SUNSET RED BRICK WITH WHITE MORTAR (ROWLOCK—DOUBLE ROW) 315/8"X 2 1/4"X 7 5/8" SUNSET RED BRICK WITH WHITE MORTAR (SOLDIER COURSE) 3 5/8"x 2 1 /4"x 7 5/8" - SUNSET RED BRICK WITH WHITE MORTAR (RUNNING BOND) (SEE WALL SECTION 5) x 2 3/16" x 7 1/2" 8CK CAP WITH MORTAR (SEE WALL SECTION 4) VARIES *SEE SHEET 4 FOR ENTRY MONUMENT GRADES (SEE WALL SECTION 3) La a 3 W N 0 s -dr -IG RA Know what's below. _ 7a 6-5 UA 1as 0111 before you dig. AA V ■m O LINE TABLE UNE BEARING DISTANCE L1 S 2429'35" E 20.00' L2 S 1218'36" E 1.78' L3 N 32'41'24" E 25.35' L4 N 77 41'24" E 1.78' QS 53'08'48" W 1.78' E8L6 N 81'51'12" W 25.35' S 36'51'12" E 1.78' S 2429'35" E 15.00' ,Cs A WEST ENTRY PLANTER 4 1"= 10, O �• 6 CURVE TABLE 4 CURVE RADIUS LENGTH TANGENT DELTA C1 80.00' 83.59' 46.06' 59'51'54" C2 19.11' 30.03' 19.11' 0'00'00" C3 80.00' 84.71 46.81' 60 40'11' C4 20.11' 31.60' 20.11' 90'00'00' ,Cs A WEST ENTRY PLANTER 4 1"= 10, O �• FEAST ENTRY PLANTER 4 I" _ 10, (SEE WALL SECTION 5) (SEE WALL SECTION 4) TRACT UIYll 11 FP 355.1 7257' 1 12 FP 355.1 EXISTING WATER WELL. SITE n N 7 � --- A Yi I HOVINGHAM DRIVE (SEE SHEET 5) II ! tI I I TRACT 7255 i ' 6 V 4 `^ h V 11 FEAST ENTRY PLANTER 4 I" _ 10, (SEE WALL SECTION 5) (SEE WALL SECTION 4) TRACT UIYll 11 FP 355.1 7257' 1 12 FP 355.1 EXISTING WATER WELL. SITE n N 7 � --- A Yi I HOVINGHAM DRIVE (SEE SHEET 5) II ! tI I I TRACT 7255 i ' 6 UNIT 4 11 n co J � ~ 3 00 a a NZS� W a 0 y Z U- I AIOiv (3-) U3 r«�^ �N 'I" C14 11 O�Za o � c co'd r^ W M Va JJ LO U 3 C.) O Z^ L41ia-►a- W �Lc)rn —i N Z - mWQ) "i C4 J (39 n 11 a .— W co O�v � co �. gg 3co N L5 Zia-Fa-�++ W(nNUOM Jpe) Z^:J L6' m I C3 z14,4�rj � Q L7 w vi v� � 0 04 m coo ION Q t 0 tc C4 'M+' ANN 2� I -�-- I -- -- I L .364.47 FG J 364.47 �S oo 364. � 8433 FG SEE PRIVATE KERN RIVER TRACT 7257 BOUNDARY:T 1 I I ��� QQ ! I 36�' -------- CANAL WALL CONSTRUCTION I I !---_ 6� I I I PRIVATE KERN RIVER PLANS FOR CONTINUATION------------------------�-r -- ------ �J ---- _ -TRACT 7255 BOUNDARY _ 4. _ ANAL WALL CONSTRUCTION 1 PLANS FOR CONTINUATION ------ 1 I -------------------------------- -- -------------I- ------© ------ -I- ------------- i ------------- f - ------------------------------- KERN RIVE V_ E R_----- EX E ROAD - 1 IO! I -1 ------------------ ----------------- 1 A ---- — 1— — — — — — — -- FUTURE CANAL CROSSING HOVINGHAM DRIVE ENTRY MONUMENT STA. 10+00.0 WALL TO 13+22.62 WALL SCALE: 1" = 40' HORIZONTAL (SEE WALL SECTION 3) WEST ENTRY PLANTER CROSS SECTION NO T TO SCALE EAST ENTRY PLANTER CROSS SECTION NOT TO SCALE ON 3) 380 378 376 374 372 370 368 366 364 362 360 358 356 354 352 350 348 A 9+ + 0 11+00 12+00 STA. 10+00.00 TO 13+22.62 SCALE: 1" = 40' HORIZONTAL 1" = 4' VERTICAL 380 378 376 374 372 370 368 366 GRADE 364 TING 362 360 358 356 354 352 350 13+00 13+50 i REVISIONS APPROVED: A z, RI AINE NEPTUNE DATE R.C.E. 55102 -�?j .3-6 , DANIEL PADILL DATE R.C.E. 67008 SCALE: I" = 40' 40' 20' O' 40' 80' Know what's below. Call before you dig. 6 to n co N Z 00 a NZS� 0 y Z U- I Z (3-) Q J O�Za o W U M Va 00 �> Q =° C.) —� - 1 .— W co O �. N M m W m Y W � Q � m 2� wZ � W 0 cn W W 0 0 Q N � N 11 i FINISHED GRADE LOT SIDE SECTION EET 2) 9+ + 0 11+00 12+00 STA. 10+00.00 TO 13+22.62 SCALE: 1" = 40' HORIZONTAL 1" = 4' VERTICAL 380 378 376 374 372 370 368 366 GRADE 364 TING 362 360 358 356 354 352 350 13+00 13+50 i REVISIONS APPROVED: A z, RI AINE NEPTUNE DATE R.C.E. 55102 -�?j .3-6 , DANIEL PADILL DATE R.C.E. 67008 SCALE: I" = 40' 40' 20' O' 40' 80' Know what's below. Call before you dig. m MT 6 to n co N Z 00 a NZS� 0 y Z U- I Z (3-) Q J O�Za o W U M Va 00 �> Q =° C.) —� - 1 .— W co O �. N M m W m Y W � Q � m m MT 3 �, N Z J a NZS� 0 y V N n. Z = (3-) ad W O�Za 0 Q c Va �> Q =° C.) m O W 2� wZ � W 0 cn W W 0 0 Q N � N E W W I A U J CL NZS� 0 y V N n. Z = (3-) ad W O�Za Q c Va �> Q =° C.) m E W W I A LINE TABLE LINE BEARING DISTANCE Li N 45'03'09* W 299.03' L2 S 64'29'00" W 13.94! CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA C1 942.50' 328.91' 166.14' 19*59'41" C2 112.00' 1 96.24' 1 51.32' 4914!05" 380 378 376 374 372 370 368 366 364 3762 360 358 356 354 352 350 3748 346 344 342 10- PERMBERLY PASSAQE AVENUE (NOT A PART) (SEE PRIVATE WALL PLANS) \n-"oo, C4 TRACT BOUNDARY ........................................... . . . . . . . I . . I . . . I . FP 353.9 C" r ?A ICI -7 57 c'! f M00++ 0 3: =3 U IN IT 1 11 \I,, 1% CL — 1 J I I ' a W cn cn ti c� I I 1 of + to 'M!2 ci 3: W cn (A cj 12 i�;� 355. to L2 3 C14 FP 354.0 ww4m 4. s 4D c" ui ui iti ,6 g W C*4 C� 3 M 8 7 6 cr— + + C @2 C83 Xt FP 354.6 FP 354.4 FP 354.2 a 1 1 ' dd US W W (A cn m 4� 11-3 A TOE OF SLOPE -\ W OK cj 0 A FO '01 F= L) C4 6 m en + + Cn ss. ssLn O co N --------- NN--<1',+OO 18+00 18 cA Ln 4040 N6' � TRA BOUNDARY PERMBERLY PASSAGE AVENUE HOVINGHAM DRIVE (SEE SHEET 6) STA. 10+78.01 C.L. TO 18+07.23 C.L. SCALE: 1" = 40' HORIZONTAL -P� ------- ----- - — --------- ta - CD 7— W - PL ci WX CO co -ji — ----------------------- -- 52 ---------- cn + m + 3 .6 11do Go Lot 1,10; rn ------ -F— W co U! H U- W 40 co r,z 0 vi Go 1 te) " I W i2s c� at cb- cn En + W -W— --j fr— ------ +- + ac (A L16[ -j W W Irs. 0 f-- 0 U- i CA m W W R + {hyo 00 two 10 U- + CN d cq 3W jcv C4 74i + W Cl to A om i IM 0F+ H- -T- -4- W CY) Ix '14rIck Ix (D U) V) -1x (0Of Of cli a. CY) �2 �2 + + ; ? If R �2 + + 0 to + + + + + + cn + In (n N in in U) (f) En + ch LO + + c c t2 c iL 2L U) N Oil �2 4C Go 00 14. & in cn-camd- CL C/) (L A� (0 CA cn U) (40 1& cn CA 2 i cn cn I col U (A N (n C -I cn (A UV P, --j G OF FOOTIN FINI% LAND - — --------- FLOVILINE GRADE LOT i SIDE/ FINISHED TOP OF FOOTING LANDSCAPE GRADE -4— aq t2 '400 00 1 00 '"r b 0-- ul 141) gi 00' 00 -W (0 L0 MM rn 1 ri tn r"n Ln J -v— :3 —c, c - W LLA p Ld Uj F= Lid La LIJ -j W -j La LLJ t� �tl � > Z LLJ -j 0 -A LLI -j La -A 0 LLJ L --j -j Ld -j LLI i Ld- C3LJ Ld LLI Lki LLI LLA La LIJ W LLJ L W Uj F= W L'i LJj I= -j Lq U- L, L, 6- Li _j -i LLJ LAJJ LLJ 00 Uj LLJ tr!Or _j 0 04 UP ----4 `-c" 31 �q C4 c4 c*4 –4—c) 0!--L Ap- 00430 o c it c5 c5 q -q, 46 z 0 - - I I r- CL C) C) 0- 1* -d a r- 4040 C*4 Of 111 Ln 40000 40 c" IM C7! CY! c" a. 0- W - 0 + + + ++ ++ ++ r- r-! 04 1 + + 0� + + + ot 00 04 C14 ell C4 c*4 CIII 1IR Q- ct 1W IL �9 + CL 0. 0- U I Lj r, r+, r+, oc 0. 1 00 00 U) U) t6 cn CA cn (A 0- (n 'v) In �i 'n 1 U) v; "5 1 U) Cn N€ (n cn in M cn cn U) 27.24' LF 13.94' L0 696.94! LF PUBLIC WALL 1 i WALL SECTION I (SEE SHEET 1) j i i E i PUBLIC WALL L —T i (SEE SHEET 11) WALL SECTION I (SEE SHEET 1) F50 11+00 12+00 13+00 14+00 15+00 16+00 17+00 STA. 10+78.01 C.L. TO 18+07.23 C.L. SCALE: 1" = 40' HORIZONTAL 1" = 4' VERTICAL 18+00 18+ 380 378 376 374 372 370 368 366 364 362 SEE PRIVATE WALL PLANS FOR CONTINUATION 360 358 356 354 352 350 348 346 '544 342 50 7 of -07-140, SCALE: 1 40' 40' 20' 0. 40' 80' I Know what's below. 5'5117n*4051 Call before you dig. ED GRADE LOT SIDE/ SCAPE GRADE FLOVILINE GRADE LOT i SIDE/ FINISHED TOP OF FOOTING LANDSCAPE GRADE -4— aq t2 '400 00 1 00 '"r b 0-- ul 141) gi 00' 00 -W (0 L0 MM rn 1 ri tn r"n Ln J -v— :3 —c, c - W LLA p Ld Uj F= Lid La LIJ -j W -j La LLJ t� �tl � > Z LLJ -j 0 -A LLI -j La -A 0 LLJ L --j -j Ld -j LLI i Ld- C3LJ Ld LLI Lki LLI LLA La LIJ W LLJ L W Uj F= W L'i LJj I= -j Lq U- L, L, 6- Li _j -i LLJ LAJJ LLJ 00 Uj LLJ tr!Or _j 0 04 UP ----4 `-c" 31 �q C4 c4 c*4 –4—c) 0!--L Ap- 00430 o c it c5 c5 q -q, 46 z 0 - - I I r- CL C) C) 0- 1* -d a r- 4040 C*4 Of 111 Ln 40000 40 c" IM C7! CY! c" a. 0- W - 0 + + + ++ ++ ++ r- r-! 04 1 + + 0� + + + ot 00 04 C14 ell C4 c*4 CIII 1IR Q- ct 1W IL �9 + CL 0. 0- U I Lj r, r+, r+, oc 0. 1 00 00 U) U) t6 cn CA cn (A 0- (n 'v) In �i 'n 1 U) v; "5 1 U) Cn N€ (n cn in M cn cn U) 27.24' LF 13.94' L0 696.94! LF PUBLIC WALL 1 i WALL SECTION I (SEE SHEET 1) j i i E i PUBLIC WALL L —T i (SEE SHEET 11) WALL SECTION I (SEE SHEET 1) F50 11+00 12+00 13+00 14+00 15+00 16+00 17+00 STA. 10+78.01 C.L. TO 18+07.23 C.L. SCALE: 1" = 40' HORIZONTAL 1" = 4' VERTICAL 18+00 18+ 380 378 376 374 372 370 368 366 364 362 SEE PRIVATE WALL PLANS FOR CONTINUATION 360 358 356 354 352 350 348 346 '544 342 50 7 of -07-140, SCALE: 1 40' 40' 20' 0. 40' 80' I Know what's below. 5'5117n*4051 Call before you dig. ���ru TRACT .7256 -UNIT 3 SEE TRACT 7255, 7256, & 7257 PRIVATE WALL CONSTRUCTION PLANS FOR CONTINUATION AM DRIVE RIGHT) PEMBERLEY PASSAGE AVE. (STA. 24+39.27 C.L. TO 24+53.21 C.L.) SCALE: 1" = 40' HORIZONTAL SEE PRIVATE WALL PLANS FOR CONTINUATION 374 372 370 368 366 364 362 360 358 356 354 TC 352 350 348 346 344 342 340 374 372 370 368 366 364 362 360 ;RADE 358 356 GRADE 354 NE 352 350 19m 346 344 342 - - ------ 340 24+00 25+00 (STA. 20+71.89 C.L. TO 24+53.21 C.L.) SCALE: 1" = 40' HORIZONTAL SCALE: 1" = 4' VERTICAL A" LINE TABLE UNE BEARING DISTANCE Li S 64'29'00" W 13.94' 112.00' 45.91' 23.28' 23-29'14* C2 1057.50' 363.60' 183.61' 19 41'59' 2% 2% 2' W 2% 2% cn FINISHED PAD lffiW 2 % - 2%_ 2% rAD PEMBERLEY PASSAGE AVE. 6 scALE.• 1=10' a JIM 0 NIM1,10, :m tm� J a mom WAML I'm =� 1 WINLI rn so milm, z ENIE M cc- 3 r u-; M >Ajcc Q (n� W MIN im pC9 374 372 370 368 366 364 362 360 ;RADE 358 356 GRADE 354 NE 352 350 19m 346 344 342 - - ------ 340 24+00 25+00 (STA. 20+71.89 C.L. TO 24+53.21 C.L.) SCALE: 1" = 40' HORIZONTAL SCALE: 1" = 4' VERTICAL A" LINE TABLE UNE BEARING DISTANCE Li S 64'29'00" W 13.94' CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA C1 112.00' 45.91' 23.28' 23-29'14* C2 1057.50' 363.60' 183.61' 19 41'59' D FAI 380 378 376 374 372 /000 370 366 364 362 360 358 354 350 348 344 342 340 338 STA. 25+49.72 CL FLIAMML LY UNI = STA. 18+22.09 C.L. HOVINGHAM CNT /® TRACT 7256 IN IT 3 HOVINGHAM DRIVE (STA. 18+76.29 C.L. TO 22+53.94 C.L.) SCALE: 1" = 40' HORIZONTAL \ I� MING AVENUE (NOT A PART) SEE TRACT 7255 & 7256 OFF-SITE WALL PLANS I 111 SEE TRACT 7255 & 7256 OFF-SITE WALL CONSTRUCTION PLANS FOR CONTINUATION 18+50 19+00 20+00 21+00 (STA. 18+76.29 C.L. TO 22+53.94 C.L.) SCALE: 1" = 40' HORIZONTAL SCALE: 1" = 4' VERTICAL 22+00 380 378 376 374 372 A9 do 7256 WALL CONSTRUCTION PLANS 13AB 366 364 362 360 358 356 354 352 350 348 346 344 342 340 338 23+00 23+25 REVISIONS APPROVED: 1 2.22-j4 BLAINE NEPTUNE DATE R.C.E. 55102 \0, r M RIAN P. SHAW DATE R.C.E. 32178 MIN. 6' WALL 1 PA R/W 2' 8.5' 19.5' I LANDSCAPE I LANDSCAPE I EASEMENT 1 VARIES I EASEMENT I L/S I VARIES I 10' VARIES L/S MEEANDDERRIING L/S 2% 2% 2' W 2% 2% cn FINISHED PAD lffiW 2 % - 2%_ 2% rAD PEMBERLEY PASSAGE AVE. 6 scALE.• 1=10' a 0 z J a a rn so z M cc- 3 r u-; M >Ajcc Q (n� W + pC9 A o� PC r h M J ~ +.�!! 3� M W h N O Ow N J p M h h as h Q+ N a N 3 N N a n 3 ra- a. w cn SEE TRA is h h h a ,, + M 3 N g a d 'I-' t� v' cn�+ OFF-SITI FOR C cn w h j c �- N± a d I-`' N v> a n h �M� iM + 3 NN dad �cn Nfn�l Kj+ �+ W+ + cn C31 g cn c� 5 �' 1 OR aa' Na, a N adad as c�<n Com.) LO J= + ad ad a c� Q Z ; cn 60 cn 60 cn I m m to 1 _ 1 1 1 LANDSCAPE GRADE i a a d- � co FINISHED GRADE r:— I LOT SIDE • I FINISHED — - - - -- _ --- - - - GRADE LOT SIDE FLOWU LANDSCAPE GRADE v, M M C:) LA- to SIA M to Ld In0 to O � � M � ^ M OD t � to 'nM LOW J MM UW C9 WW MM W V M W C9M FWW O �WW (7 F>W (7 '� O WW J' z�W Q 3 le QW WM O !L WW V ~ W ~ O �+Wi `'' W 1� h O W W 1� I� O W W 1� 1� Ip�p O W W 1- a W W O NN W J ori NtV 44 Z cc (d n the Shp Oho, 00 3 a'O hha010f O ar a00 aMM a h aSIA ap P, ZZ -19 0505 NN NN NN N N NN NN d dd as dd c�7 _ a '�� F k' tQ-rQ- �� k' iQ-r �i 19 �� c? w L.j W m F- V) 1-l- t- v1 cn t -1-- (/)(/) z to to N !n N in v) fn (n u) (n Oct) cnv) » N fn W to 30 24' LF 379.27' LF WALL SECTI 1 (SEE SI IEET 2) k i i 18+50 19+00 20+00 21+00 (STA. 18+76.29 C.L. TO 22+53.94 C.L.) SCALE: 1" = 40' HORIZONTAL SCALE: 1" = 4' VERTICAL 22+00 380 378 376 374 372 A9 do 7256 WALL CONSTRUCTION PLANS 13AB 366 364 362 360 358 356 354 352 350 348 346 344 342 340 338 23+00 23+25 REVISIONS APPROVED: 1 2.22-j4 BLAINE NEPTUNE DATE R.C.E. 55102 \0, r M RIAN P. SHAW DATE R.C.E. 32178 MIN. 6' WALL 1 PA R/W 2' 8.5' 19.5' I LANDSCAPE I LANDSCAPE I EASEMENT 1 VARIES I EASEMENT I L/S I VARIES I 10' VARIES L/S MEEANDDERRIING L/S 2% 2% 2' W 2% 2% 2% FINISHED PAD z FINISHED PAD _ HOVINGHAM DRIVE g SCALA' 1"-101 PA R/W "A B HOVINGHAM HAM DRI VE 6 ' SCALE.- f "=f0 R/W PA MIN. 6' WALL rc HOVINGHAM DRIVE 6 SCALE.• 10=10' 0 O 12' 8.5' I LANDSCAPE I I EASEMENT 1 VARIES VARIES 5' VARIES z L/S S/W 2, L/S LANDSCAPE S/W LANDSCAPE AREA 2% 2% MIN. 6' WALL rc HOVINGHAM DRIVE 6 SCALE.• 10=10' 0 O RECORD %1N SCALE: 1 " = 40 40' 20' O' 40' 80' Know what's below. C II 1 before you dig. rasp 7a s � 1 ra s� Q 0 }Z PA R/W VARIES 0'-10' 1 VARIES 5-20' MIN. 6' WALL I I VARIES 8' TO 15' S' VARIES 0'-10' LANDSCAPE S/W LANDSCAPE AREA I W 2' 9 FINISHED PAD lffiW 2 % - 2%_ 2% rAD PEMBERLEY PASSAGE AVE. 6 scALE.• 1=10' RECORD %1N SCALE: 1 " = 40 40' 20' O' 40' 80' Know what's below. C II 1 before you dig. rasp 7a s � 1 ra s� Q 0 }Z mcn3 W 0 z a N 3 r (n� o� N d W Z M oC.> �cn it Com.) LO Q Z MING AVENUE (NOT A PART) SEE TRACT 7255 & 7256 OFF-SITE WALL CONSTRUCTION PLANS I ` o i� 7256 11 ,� u 1 =Cq ��' 1 SEE SHEET 6 FOR `` .y":. RA 7 2 J 1 TRACT 7256 PUBLIC WALLS REVISIONS VI I O N S APPROVED . 1 _ _ 121 �� i W UNIT 4 Q z \ t , FP 358.3 i i 1 1 --10BLA E NEPTUNE DATE �� „ Jwo' +M 16 17 �-� R.C.E. 55102 I 1 M m + I FP 357.8 M FP 357.7 uo ! I 14 I 1 o ca 22+00 23+00 - _ _ � FP 358.0LU -72+ - - � - �+ - j � cd c L / 1 � � a FP 358.1 I 1 izi � � cn Q FP 358.2 W 0000 I fG PRIVATE WALL CSEE TRACT ONSTRUCTION 7 a 06 0 4r+ 0 PLANS FOR CONTINUATION t j MARIAN P. SHAW DATE % a J �+„ �+,� I 3551 LS �c i O '2 x R.C.E. 32178 zW I z� 1 �� Nom, W � cti'�°�' s M 1 c3 I O� 41.21 !s+ Ir=a 1 1"ncnv) C3 Q INTERSECTION , /tr .:E STA 18+22.09 C.L HOVINGHAM CN = �/ ��' �- SEE TRACT 7255 & 6 / -j Q STA 10+00.00 C.L PEMBERLEY CANT OFF-SITE WALL PLANS o 3 1�y `� �s �' �sla'.�- FOR CONTINUATIONW . .'R �°' '�' �0 4+00--- ao=rn / w ,'? _ rn -3 + o+ o+ 06 �' - r0 h �' TOE OF SLOPE ° d a a JM22 FG 8� k00Go 04C2 W 5), �3 FG ti'L s v d a �1.. C1 �v S �,Z U Ig END CUR EGIN CURVE T- 7 7 J ry W Q $ STA. 19+31.21 C.L. HOVINGHAM DR. 56.50RT. = I n _ y i, i U STA7) . 19+31.21 WALL a �`�' `t'c� �� ^ I �, 12 1 �— W 0W0 E c r s FP 358.3 FP 358.3 0 3 3 \ m Z N N Inn MATCH RIGHT-BEGIN CURVE _ + + d � / TRACT 7 J m A + HOVIN HAM DR., 108.11R . = v `� z STA 10+98.61 C.L PEMBERLEY PASSAGE, 55.00RT. = i' o w ' a ..•-N o 0 1k UNIT S $ STA. 18+65.03 WALL w N N _yWy O N �.,/ i 3 0 OD z - r r I r Jr UT RL SCHOOL S]Tr. x$ 10FP 358.2`"':,,_� N PEMBERLEY PASSAGE PEMBERLEY PASSAGE AVE.cj (SEE RIgiT) HOVINGHAM DRIVE (STA. 18+87.73 C.L. TO 22+53.90 C.L.) (STA. 10+98.61 C.L. TO 13+61.37 C.L.) SCALE: 1" = 40' HORIZONTAL SCALE: 1" = 40' HORIZONTAL 0 378 -- - � 378 378 378 MENEEMEMENEEMENI 376:EE 376 376 376 EMEN NEENEEM E 374 374 374 374 NNE MINIONINIMININE 372 372 372 372 ENEE _.MINIM MMINEEN 370Ui ..;M 370 370 370 zM 368 368 368368 NINE M E 10 11010 366OLMNMI11,10,11l 366 366 366 7256 OFF-SITE PLANScn r IX U- 364minElmNNE 364 364 364 SEE TRACT 7255, 7256, & 7257 PRIVATE WALL CONSTRUCTION PLANS FOR CONTINUATION 362 362 362 362 FINISHED GRADE LOT SIDE 360 360 360 360 W-A 358 358 358 358 356 356 356 356 • 354 354 354 354 ~ Z IV ^., Q 352AlglEMIN 352 352plan 352 J AlIfflol �" 350 350 350 350 -`:� P-I � W 06 15348 348 348 348 Inv vmns MINIM W g CCd 346 346 346 346 j O I- Zo o 344 344 344 344 J Rip342NONEMENE 342 342 342;1 --� :LL � Q o 340mom _ 340 340 340 ` �E;� -1-1 � s CIO 338 _ - --- - - -- - 338 338 338 18+25 19+00 20+00 21+00 22+00 23+00 10+50 11 +00 12+00 13+00 14+00RECORD A�J' (STA. 18+87.73 TO 22+53.90) {STA. 10+98.61 TO 13+61.37) SCALE: 1" = 40' HORIZONTAL SCALE: 1" = 40' HORIZONTAL SCALE: 1" = 4' VERTICAL SCALE: 1" = 4' VERTICAL SCALE: 1 " = 40' • ® W 40' 20' 0' 40' 80' W 1: Know what's below. 'S a a Call before you dig. CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA C1 112.00' 66.18' 34.09' 33'51'19" C2 944.50' 304.48' t 53.57 18'28'15" C3 555.00' 118.62' 59.53' 12'14'44" } m 3 � Z 0 Q M 3 4 W r � W � i0 t0 M O O O M c�0 a � _ co M tNp O W � LiJ ONO Fal O to J n wZ� Z a a o_ o_ n. U � N cn cW� c-�v, �v, �� c�� e�cn z� N W N Co � W W I = o� I o I I FINISHED GRADE I LOT SIDE Ft WLINE LANDSCAPE GRADE M V, M M M M W � � W W W W to � M y.� O � O) Z W N N N m N =.<: N N 279.30' LF W SECTION 7 } m 3 � Z 0 Q 3 r O W N O_ wZ� Z U z� Co � W W o�