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HomeMy WebLinkAbout1.4-7255 & 7256 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. 1 1/2" 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. Grou t: 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" AND 8"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" :E1/8". 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 WALLS AND ARE TO BE PRIVATELY MAINTAINED. CITY OF BAKERSFIELD KERN COUNTY CALIFORNIA WALL CONSTRUCTION PLANS FOR TRACT 7255 & 7256 OFF-SITE MING AVENUE & ALLEN ROAD (PRIVATELY MAINTAINED) BERRENDA MESA WATER STORAGE DISTRICT 4""a■■■.■■■■aaa>•.■aa�■■�■■aaa>,.■aaaaa>•■■aaaa�■■�■■ ■.�■■� ■------------------ AfAIC3 A VEI1-JE Fi 15 14 13 12 11 10 9 8 7 $ 5 4 3 LA�o■ ELEV ELEVATION 2 PROJEC T S1 TE 0 ■■ 111IMmmi INN mimmim ■ N 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% 7 5/8' SUNSET RED BRICK VENEER (SOLDER COURSE) 15 CONT. BOND BEAM (12' FROM THE TOP) 6'x8"x16" CONCRETE BOCK STUCCO STREET SIDE (BROWN COAT) (COLOR OMEGA II COAT) 15 CONT. BOND SEAM (AT MID HEIGHT) ' GROUT SOLID ALL CAVITIES" STREET SIDE LANDSCAPE 2X GRADE LANDSCAPE GRADE VARIES (6" MIN. TO 14" MAX.) 16" IR I 2" LEGEND: ABBREVIATION FL STOCKDALE CL o R. 26 £. ti%y T. 30 S., 0 FINISHED GRADE GB GRADE BREAK LS LANDSCAPE ELEV ELEVATION 2 PROJEC T S1 TE 0 BEGIN CURVE TC OF TW TOP OF WALL W WALL SECTION 4f%X PROPOSED WALL MING AVENUE 0 � 5 < >R am a sue ABY WALL CONTRACTOR � ;17Z s go (SOLDIER COURSE) 11 2 e coir o (n _ 100 J yrs a o W a116W N CA 76 -," F WHITE LANE > UNMORTARED HEAD JOINTS TO (RUNNING BOND) (48' MIN. SPLICE) H W a /ALLOW FOR DRAINAGE #4 "L' BAR AT 24' O.C. 2.6r C. TO C. z FINISHED GRADE � #5 CONT. BOND SEAM (EXTEND TO 48" ABOVE D m 6" MIN. 14 0 13 a TOP OF FOOTING) 16" 14" MAX. Cn 9 GROUT SOLID ALL CAVITIES r OUTHERN PAGFlC RAILROAD STREET SIDE STREET SIDE � 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% 7 5/8' SUNSET RED BRICK VENEER (SOLDER COURSE) 15 CONT. BOND BEAM (12' FROM THE TOP) 6'x8"x16" CONCRETE BOCK STUCCO STREET SIDE (BROWN COAT) (COLOR OMEGA II COAT) 15 CONT. BOND SEAM (AT MID HEIGHT) ' GROUT SOLID ALL CAVITIES" STREET SIDE LANDSCAPE 2X GRADE LANDSCAPE GRADE VARIES (6" MIN. TO 14" MAX.) 16" IR I 2" LEGEND: ABBREVIATION FL FLOWLINE CL CENTERLINE EG EXISTING GRADE FG FINISHED GRADE GB GRADE BREAK LS LANDSCAPE ELEV ELEVATION EC END VERTICAL CURVE BC BEGIN CURVE TC TOP B CURB TW TOP OF WALL W1 WALL SECTION PROPOSED WALL LOT SIDE c. R #5 CONT. BOND BEAM W SUNSET RED BRICK HEADER WITH 14 'L' BAR AT 32" O.C. SUNSET RED BRICK VENEER (12' FROM THE TOP) 1/2" TO 3/4" REVEAL -(CENTERED IN WALL) < C3 0 3 5/8% 1 1 /4"x 7 5/8" (48' MIN. SPLICE) 1'x 2 1/4"x 7 5/8" SUNSET RED BRICK VENEER BY WALL CONTRACTOR 3 5/8% 1 1/4'x 7 5/8' I SUNSET RED BRICK VENEER (RUNNING BOND) SEALANT TO BE APPLIED I 0 � 5 < a ABY WALL CONTRACTOR I W s a (SOLDIER COURSE) 2.6r C. TO C. (12' FROM THE TOP) I o (n _ ^ W #4 "L" BAR AT 8" O.C. CVO W 4 N FIRST COURSE TO CONSIST OF -," F < X ix a UNMORTARED HEAD JOINTS TO (RUNNING BOND) (48' MIN. SPLICE) H W o /ALLOW FOR DRAINAGE #4 "L' BAR AT 24' O.C. 2.6r C. TO C. O� FINISHED GRADE " Q #5 CONT. BOND SEAM (EXTEND TO 48" ABOVE �-Cj 6" MIN. BY WALL CONTRACTOR a TOP OF FOOTING) 16" 14" MAX. °O 9 GROUT SOLID ALL CAVITIES r o 3 3„ #4 BAR O 32" O.C. 3'X3"X3" CONCRETE BOCK 38„ CHAIRS SHALL BE USED TO PLACE FOOTING REBAR WALL SECTION 1 29 n DENOTES SHEET NUMBER FOR WALL KEY MAP SCALE: 1"=200' C''ON LETTER - - - - - A SECTION UNE 1 EET SECTION IS LOCATED R 2" SOLID 3 5/8% 2 1/4"x 7 5/8' R #5 CONT. BOND BEAM W SUNSET RED BRICK HEADER WITH SUNSET RED BRICK CAP SUNSET RED BRICK VENEER (12' FROM THE TOP) 1/2" TO 3/4" REVEAL (ROWLOCK) 1-2i (SAILOR COURSE) 0 3 5/8% 1 1 /4"x 7 5/8" 1'x 2 1/4"x 7 5/8" SUNSET RED BRICK VENEER BY WALL CONTRACTOR 3 5/8% 1 1/4'x 7 5/8' I SUNSET RED BRICK VENEER (RUNNING BOND) (SOLDER COURSE) LOT SIDE-�� #5 CONT. BOND SEAM SUNSET RED BRICK VENEER 15 CONT. BOND BEAM rx8'x16' CONCRETE BLOCK (12" FROM THE TOP) a (SOLDIER COURSE) 2.6r C. TO C. (12' FROM THE TOP) I o (n 1 "x 2 1/4% 7 5/8" (BROWN COAT) #4 'L" BAR AT 24" O.C. #4 "L" BAR AT 8" O.C. o W 4 SUNSET RED BRICK VENEER (CENTERED IN WALL) (CENTERED IN WALL) i `� < X ix a (RUNNING BOND) (48' MIN. SPLICE) H W o #5 CONT. BOND SEAM #4 "L' BAR AT 24' O.C. 2.6r C. TO C. O� SEALANT TO BE APPLIED " Q #5 CONT. BOND SEAM (EXTEND TO 48" ABOVE �-Cj (TYP•) BY WALL CONTRACTOR a TOP OF FOOTING) TO BE APPLIED °O 9 GROUT SOLID ALL CAVITIES � o � STREET SIDE STREET SIDE � LOT SIDE o c 2 EA. 8'x8"x16" STREET SIDE Jr FIRST COURSE TO CONSIST OF CONCRETE BLOCK a- 15 CONT. BOND BEAM #4 "VERT" BAR AT 16' O.C. Cn ALLOW FOR DRAINAGE (AT MID HEIGHT) N (CENTERED IN WALL) ?_ FINISHED GRADE W LANDSCAPE GRADE VARIES 26" (48' MIN. SPLICE) 27" 6" MIN. 8" MAX. Zn 6"x8"x16" CONCRETE BLOCK (6" MIN. TO 16" MAX.) `"I I 20" .r #4 'L' BAR AT 16" O.0 co 12.5" O.C. as M •= = #4 BAR O 32' O.C. ( (EXTEND TO 48" ABOVE 3" 3'X3"X3" CONCRETE BOCK GROUT SOLID ALL CAVITIES TOP OF FOOTING) CHAIRS SHALL BE USED TO 59" PLACE FOOTING REBAR NEATLY GROUT CAVITY WALL SECTION 3 2, 3, 4 OR 5 EA. 8'x8"x16" FIRST COURSE TO CONSIST OF CONCRETE BOCK UNMORTARED HEAD JOINTS TO ALLOW FOR DRAINAGE LANDSCAPE GRADE 2% FINISHED GRADE LANDSCAPE GRADE VARIES �'°�`� 6'MIN. (6" MIN. TO 14" MAX.) 23" 24" 14" MAX 4 EA. #5 BAR O 15.33" O.C. #'i BAR O 32' O.C. 3 3"X3"X3" CONCRETE BOCK CHAIRS SHALL BE USED TO 55" PLACE FOOTING REBAR WALL SECTION 2 C 0 2 Q a �Z SHEET NO. INDEX SHEET TITLE 1. COVER SHEET 2. ENTRY MONUMENT DETAILS 3. ENTRY MONUMENT DETAILS 4, MING AVENUE 5. MING AVENUE 6. MING AVENUE AND ALLEN ROAD LIST OF MATERIALS BLOCK WALL LF 3662' SOLID 3 5/8% 2 1/4"x 7 5/8" R #5 CONT. BOND BEAM W SUNSET RED BRICK HEADER WITH SUNSET RED BRICK VENEER (12' FROM THE TOP) 1/2" TO 3/4" REVEAL 1-2i (SAILOR COURSE) 0 3 5/8% 1 1 /4"x 7 5/8" 1'x 2 1/4"x 7 5/8" SUNSET RED BRICK VENEER BY WALL CONTRACTOR e� SUNSET RED BRICK VENEER (RUNNING BOND) (SOLDER COURSE) LOT SIDE-�� #5 CONT. BOND SEAM o rx8'x16' CONCRETE BLOCK (12" FROM THE TOP) a W 2.6r C. TO C. STUCCO STREET SIDE I o (n LL (BROWN COAT) #4 'L" BAR AT 24" O.C. #4 "L" BAR AT 8" O.C. o W 4 (COLOR OMEGA II COAT) (CENTERED IN WALL) (CENTERED IN WALL) i `� < X ix a (48" MIN. LAP SPLICE) (48' MIN. SPLICE) H W o #5 CONT. BOND SEAM #4 "L' BAR AT 24' O.C. LOT SIDE �� O� N W " Q #5 CONT. BOND SEAM (EXTEND TO 48" ABOVE �-Cj (AT MID HEIGHT)SEALANT TOP OF FOOTING) TO BE APPLIED °O 9 GROUT SOLID ALL CAVITIES BY WALL CONTRACTOR io STREET SIDE STREET SIDE � NEATLY GROUT CAVITY FIRST COURSE TO CONSIST OF 2 EA. 8'x8"x16" UNMORTARED HEAD JOINTS /j/ Jr FIRST COURSE TO CONSIST OF CONCRETE BLOCK ALLOW FOR DRAINAGE UNMORTARED HEAD JOINTS TO 2% GROUT SOJD ALL CAVITIES ALLOW FOR DRAINAGE N FINISHED GRADE LANDSCAPE GRADE VARIES 26" 27" 6" MIN. 8" MAX. (6' MIN. TO 8" MAX.) (6" MIN. TO 16" MAX.) 19" I 20" C I 5 EA 15 BARO 12.5" O.C. N M •= = #4 BAR O 32' O.C. 3" 3'X3"X3" CONCRETE BOCK _ CHAIRS SHALL BE USED TO 59" PLACE FOOTING REBAR WALL SECTION 3 ENGINEER'S STATEMENT THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY DIRECTION AND TO THE BEST OF MY KNOWLEDGE AND BELIEF COMPLY WITH CITY OF BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN CRITERIA AND INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD. I AM RESPONSIBLE FOR ALL CALCULATIONS AND DRAWINGS ON THESE PLANS AND ANY ERRORS, OMISSIONS, OR VIOLATIONS OF THOSE ORDINANCES, STANDARDS AND DESIGN CRITERIA SHALL BE CORRECTED DURING ON%S%TR ICTI ON. B". .GOR A. McINTOSH R.C.E. 33322 EXP. 6-30-16 /e -i --t(; DATE 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. APPROVED BY: NICOLAS FIDLER, PUBLIC WORKS DIHF C I OR R.C.E. NO. 61069 EXP. 12-31-16 tic .'V i "_� S:�>. REVIEWED BY: ASSISTANT PUBLIC WORKS DIRECTOR REVIEWED BY: TRAFFIC ENGINEER BASIS -OF BEARINGS: THE BEARING OF N 01'02'20" E SHOWN FOR THE EAST LINE OF SECTION 10, T. 30 S., R. 26 E, AS SHOWN ON RECORD OF SURVEY, BOOK 25 OF MAPS, PG. 49 IN THE OFFICE OF KERN COUNTY RECORDER WAS USED AS THE BASIS OF BEARINGS SHOWN HEREON. BENCHMARK USED: TOP OF CONCRETE MONUMENT IN LAMPHOLE AT THE CENTERLINE INTERSECTION OF MING AVENUE AND ALLEN ROAD, ALSO BEING THE NORTHWEST CORNER OF SECTION 12, T.30.S, R.26E., ELEVATION- = 367.96 (NAVD 88 DATUM) OWNER & SUBDIVIDER: CASTLE & COOKE CALIFORNIA, INC. 10000 STOCKDALE HIGHWAY BAKERSFIELD, CA 93311 CONTACT: SCOTT THAYER PH.: 661-664-6500 2" SOLID 3 5/8"x 2 1 /4"x 7 5/8" SUNSET RED BRICK HEADER 3 5/8'x 1 1/4'x 7 5/8' #5 CONT. BOND BEAM W r SUNSET RED BRICK VENEER (12' FROM THE TOP) •, Z a (SAILOR COURSE) 0 SEALANT TO BE APPLIED 1'x 2 1/4"x 7 5/8" BY WALL CONTRACTOR e� SUNSET RED BRICK VENEER (RUNNING BOND) 0 LOT SIDE-�� Q o W 2.6r C. TO C. I o Q �v00 #4 'L" BAR AT 24" O.C. o 1 a � (CENTERED IN WALL) >C 6"x8'x16' CONCRETE BLOCK (48" MIN. LAP SPLICE) I H W o #5 CONT. BOND SEAM #4 "L' BAR AT 24' O.C. = o, (AT MID HEIGHT) (EXTEND TO 48" ABOVE of TOP OF FOOTING) co ��.. GROUT SOLID ALL CAVITIES STREET SIDE NEATLY GROUT CAVITY FIRST COURSE TO CONSIST OF 2 EA. 8'x8"x16" UNMORTARED HEAD JOINTS /j/ TO CONCRETE BLOCK ALLOW FOR DRAINAGE 2% FINISHED GRADE N LANDSCAPE GRADE VARIES (6" MIN. TO 16" MAX.) 19" I 20" C 4 EA. #5 BAR O 12.67 O.0 �- -� 14 BAR O 32" O.C. 3" 3"X3'X3" CONCRETE BLOCK CHAIRS SHALL BE USED TO 47" PLACE FOOTING REBAR WALL SECTION 4 y - DATE /0--7-7c/5 DATE to/G/is DATE . rn 0 M M �M a U W 00 z U_ I Q J -� Q d W CU M W ap 3 0 W to 0 cn N IX W Y Q M v0L ; DR�d Know. what's below. _ Call before you dig. U W r = co •, Z a .� 0 Z e� 0 Amom W Go Q �v00 V J a Cn o GCS `d N U W r = co •, Z a .� 0 Z e� 0 Amom W Go Q �v00 V J a Cn o GCS `d W r = � m 0 3 5/8"x 1 1/4"x x 7 5/8" RED BRICK VENEER WITH WHITE MORTAR (SAILOR COURSE) PRECAST PILASTER CAP SIGNAGE INSTALLATION REQUIREMENTS: STAINLESS STEEL WALL ANCHORS (1/4"x 2 1/2') MAN. MOUNTED TOP & BOTTOM EVERY 6 INCHES FLUSH TO WALL WITH EPDXY h SHALL HAVE NO VOIDS BETWEEN SIGNAGE & WALL 6" CONC. BLOCK [(UPPER COURSES) 3'-4" I S-4' (TYP.) 8' CONC. BLOCK (TYP.) (LOWER COURSE) S-4" x S-4" CMU COLUMN in a I 3 5/8"X 2 1/4"X 7 5/8" SUNSET in WITH PRECAST COLUMN CAP RED BRICK ROWLOCK CAP (DOUBLE ROW) () I RED BRICK VENEER " S VENEER(SOILDER COURSE) 6' CONC. BLOCK I 3 5/8"x 2 1/4'x 7 5/8" SUNSET (SEE WALL SECTION 7) ED BRICK ROWLOCK CAP (DOUBLE ROW) ON 3 5/8'X 1 1/4"X 7 5/8" RED BRICK VENEER I 1"x 2 1/4"x 7 5/8' (SOLDER COURSE) 1 SUNSET RED BRICK WITH ANCHOR TIES TO CONCRETE BLOCK (RUNNING BOND) A ENTRY MONUMENT AT MING AND ALLEN PLAN WEW 2 N. Ts. 0 iiiBEEN iiiiii nVv.cnrruL J JPO x L fpr x / JPO SUNSET RED BRICK CAP 1O7X 8"X 6" BLOCK ON LOT SIDE LOT SIDE -� PRECAST COLUMN CAPS (TYPICAL ALL COLUMNS) 3 5/8"x 2 1/4"x 7 5/8" SUNSET RED BRICK (SOILDER COURSE) PRECAST PILASTER CAP WITH 3/4" REVEAL 3 5/8"X 2 1/4"X 7 5/8" SUNSET RED BRICK WITH WHITE MORTAR (SAILOR COURSE WITH 3/4" REVEAL) 3 5/8% 1 1/4"x 7 5/8" SUNSET RED BRICK VENEER WITH WHITE MORTAR (SAILOR COURSE) r f STREET SIDE STUCCO: BROWN COAT COLOR BASE II OMEGA COAT 6"X 8"X 16" OR 8"x 8"x 16" CONCRETE BLOCK STUCCO L-- STREET SIDE 6"x 8"x 16" CONCRETE BLOCK I PROPERTY 8" ON EQU RED, PER PLAN) WITH STUCCO ON STREET SIDE STUCCO: C7 N LINE f - COLOR COAT OMEGA II BASE rte- G sEcnoN 2 N. T.S. TYPICAL WALL ELEVATION — ALL STREETS NOT TO SCALE 3 5/8% 2 1/4"x 7 5/8" 8"x 8"x 16" CONC BLOCK 0 8" WALL PORTION do SUNSET RED BRICK WITH WHITE MORTAR 10"x 8"x 16" CONC BLOCK 0 6" WALL PORTION 8"x 8"x 16" CONCRETE BLOCK 3 5/8"x 2 1/4% 7 5/8" SUNSET RED BRICK CAP WITH MATCHING STUCCO ON STREET SIDE LATH WHITE MORTAR #4EA "CORNER nn (LOWER COURSES, PER PLANS) 4"x 8"x 16" CONC. BLOCK CORE �T 1 /2" EXPANSION JOINT 3 5/8"x 2 1/4"x 7 5/8" SUNSET RED BRICK VENEER ANCHOR TIES TO CONC. 6"x 8"x 16" MORTARED CONCRETE BLOCK 3 5/8"x 5/8"x 7 5/8" RET) BRICK WITH MATCHING STUCCO ON STREET SIDE VENEER WITH WHITE MORTAR (UPPER COURSES) F SECTION 2 N. T.S. 10"x 8"x 16" BLOCK W/ 2 EA. #4 "L" BAR 0 PILASTER 1/2" EXPANSION JOINT WITH CLOSED END BLOCK AT EXPANSION JOINT, TERMINATE BOND BEAM STEEL. (TYPICAL) #4 "L" BAR 0 32" 0/C #4 BAR 0 32" 0/C 6"x 8"x 16" BLOCK #4 BAR CONTINOUS 10"x 8"x 8" BLOCK W/ #4 "L" BAR ®PILASTER #4 BAR CONTINOUSQ 0 C3 6"X 8"X 16" BLOCK z LA_ cn Z no — — L — — — — — — 01 "' RED BRICK VENEER 0 PILASTERS #4 BAR CONTINOUS 4"x 8"x 16" BLOCK W/#4 "L" BAR EACH CELL 0 PILASTERS PLAN SECTION AT WALL AND PILASTER — WALL SECTIONS 1 N.T.S #5 CONT. BOND BEAM (12" FROM THE TOP) 2" 3 5/8'x 2 1/4"x 7 5/8" SOLID SUNSET RED BRICK CAP WITH WHITE MORTAR (ROWLOCK -DOUBLE ROW) 1"x 2 1/4% 7 5/8" SUNSET RED BRICK VENEER I (SOLDIER COURSE) 16" SQUARE TRAVERTINE (SEE DETAIL "B" ON SHEET 2) w w w #5 CONT. BOND BEAM 6'x6"xl /4" SQUARE *1 1/4x 3 5/8 x 7 5/8 RED SUNSET RED BRICK VENEER ❑ (AT 3/4 HEIGHT) (SOLDIER COURSE) BRICK VENEER WITH WHITE GROUT - -PLANTER SIDE 3/8- STEEL PL (SEE DETAIL "C" ON SHEET 2) 0M �� W _ (SEE DETAIL "C' ON SHEET 3) T ,,, Q - &ZZ n ow 6'x8"x16" CONCRETE BLOCK o� #4 "VERT" BAR AT 24' O.C. z SEALANT TO BE APPLIED xa c X N s W NOT TO SCALE BY WALL CONTRACTOR CO W W W LOT SIDE Lf > PLANTER SIDE - - �I cn #5 CONT. BOND BEAM #5 CONT. BOND BEAM o #4 "VERT' BAR AT 8" O.C. ! ~ N p. Uj •" (AT MID HEIGHT) o Z (CENTERED IN WALL) m l9 C = I J (48" MIN. SPLICE) le c NEATLY GROUT CAVITY ^ W I Lq LANDSCAPE GRADE VARIES GROUT SOLID ALL CAVITIES I # V BAR AT 8' O.C. (6" MIN. TO 15" MAX.) TO 48" ABOVE TOP OF i CONT. BOND BEAM FES G as3 EA #4 BAR 0 7' O.C. (AT 1/4 HEIGHT) #4 BAR 0 32' O.C. LANDSCAPE 8"X8'X16" CONCRETE BLOCK FIRST COURSE TO CONSIST OF UNMORTARED HEAD JOINTS TO 2% ALLOW FOR DRAINAGE °O x CV 34" I 33" FINISHED GRADE VARIES J M " (6" MIN. TO 12' MAX.) 3"X3"X3" CONCRETE BLOCK CHAIRS SHALL BE USED TO PLACE FOOTING EBAR -) 6 EA. 05 BAR 0 13 O.0 - j -- #4 BAR 0 32" O.C. 3" 75' WALL SECTION 5 *TOP OF FOOTING MINIMUM 6' BELOW LANDSCAPE GRADE (SEE WALL SECTION 7) 2% MIN. 2.25% MAX 3 5/8"x 2 1/4"x x 7 5/8' RED BRICK CAP WITH WHITE MORTAR (ROWLOCK) 3 5/8"x 1 1/4"x x 7 5/8" RED BRICK CAP WITH WHITE MORTAR (SAILOR COURSE) MORTAR (RUNNING BOND) (SEE WALL SECTION 5) VARIES 0.83' TO 15.37' PLANTER I tV SEE WALL PROFILE FOR ELEVATIONS #5 CONT. BOND BEAM (12' FROM THE TOP) \ LOT SIDE SEALANT TO BE APPLIED BY WALL CONTRACTOR 6"x8"x16" CONCRETE BLOCK-, GROUT SOLID ALL CAVITIES -- #5 CONT. BOND BEAM (AT MID HEIGHT) #4 "L" BAR AT 24" O.C. EXTEND TO 48" ABOVE TOP OF FOOTING NEATLY GROUT CAVITY IN, 4 EA. 8"X8'X16' IN CONCRETE BLOCK VARIES (SEE DETAIL C) (SHEET 3) LANDSCAPE GRADE VARIES (6" MIN. TO 15" MAX.) 26 M' &5 MK CV i�J" 3"X3"X3" CONCRETE BLOC( CHAIRS SHALL BE USED TO PLACE FOOTING REBAR 55" 2" 2 s� �a b b� FINISHED GRADE 3 5/8"x 2 1/4"x 7 5/8" SOLID SUNSET i ED BRICK CAP WITH WHITE MORTAR (ROWLOCK -DOUBLE ROW) 3 5/8'x 1 1/4"x 7 5/8" 'I 6'x6"xl /4" SQUARE SUNSET RED BRICK VENEER ❑ 8"x8"x16" (SOLDIER COURSE) CMU BLOCKS - -PLANTER SIDE 3/8- STEEL PL Q mm 16" SQUARE TRAVERTINE 0M �� W _ (SEE DETAIL "C' ON SHEET 3) T ,,, Q - &ZZ n ow O o� #4 "VERT" BAR AT 24' O.C. z cn 1 = `� -= (CENTERED IN WALL) s W NOT TO SCALE (48' MIN. SPLICE) 0 0 < o Lf > W cn 15 CONT. BOND BEAM (AT 1/4 HEIGHT) LANDSCAPE T FIRST COURSE TO CONSIST OF UNMORTARED HEAD JOINTS TO 0° ALLOW FOR DRAINAGE N 21" 4 EA. #5 BAR 0 15.33" O.C. -` n,; #4 BAR 0 32O.C. 3" WALL SECTION 6 0 _ 4"x 3/80 STEEL PLATE WELDED TO 1-1/2"0" TUBE o f m COLUMN `r' GATE FRAME > 1-1/2"x 3' STEEL TUBE WELDED TO "J" BOLTS IN COLUMN BOLTED DA. 5/16- GROUT SOLID ALL PRECAST COLUMN CAP PRECAST ARCHITECTURAL BAND STEEL PLATE FOR GATE SUPPORT MOUNTING 3 5/8"x 2 1/4"x7 5/8" SUNSET RED BRICK WITH WHITE MORTAR (RUNNING BOND) 6"x6"x1/4" SQUARE HSS 4 EA # 6 VERT. BARS FINISHED GRADE _ 4 EA 18" Na 4 REBAR WELDED TO 6" SO. HSS z WITH i+� I COLUMN DETAIL ANCHOR ALL$ 6'x6"xl /4" SQUARE HSS ❑ 8"x8"x16" (ROWLOCK -DOUBLE ROW) CMU BLOCKS - (RUNNING BOND) 3/8- STEEL PL WELDED TO TUBE (SAILOR COURSE) 4 EA # 6 VERT. BARS 14 TIES 0 18" O.C. 3 5/8"x 2 1/4"x7 5/8" SUNSET RED BRICK WITH WHITE MORTAR SECTION A -A (RUNNING BOND) NOT TO SCALE 3 5/8'x 7 5/8"x 2 1/4" SUNSET RED BRICK (ROWLOCK -DOUBLE ROW) PLANTER SIDE 3 5/8"x 7 5/8"x 1 1/4" SUNSET RED BRICK (SAILOR COURSE) #4 "L" BAR AT 48" O.C. 1"x 2 1/4"x 7 5/8" (CENTERED IN WALL) SUNSET RED BRICK VENEER ,c (RUNNING BOND) FINISHED GRADE 'O (2.67" C. TO C. TYP.)__� #5 CONT. BOND BEAM SEALANT TO BE APPLIED o (AT MID HEIGHT) BY WALL CONTRACTOR 6"x$"x16" CONCRETE BLOCK FIRST COURSE TO CONSIST OF n ,,,UNMORTARED HEAD JOINTS TO LANDSCAPE GRADE VARIES 9" ALLOW FOR DRAINAGE $. (6" MIN. TO 15" MAX.) STREET SIDE N as3 EA #4 BAR 0 7' O.C. �� #4 BAR 0 32' O.C. 3"X3"X3" CONCRETE BLOCK , CHAIRS SHALL BE USED TO 23" PLACE FOOTING EBAR WALL SECTION 7 . �� Call before you dig. l.y-7ass 7�s(,, a�anui �nnlRl M N O I N PRECAST COLUMN BASE CONC. BLOCK CMU COLUMN WITH PRECAST COLUMN CAP (SEE DETAIL "E" ON SHT. 2) 1"x 2 1/4"x 15/8* SUNSET RED VENEER WITH WHITE MORTAR (SOLDIER COURSE) 21/4"x1"x75/8" SUNSET RED BRICK VENEER PATH ANCHOR TIES TO CONCRETE BLOCKS AND WHITE MORTAR (RUNNING BOND) TRACT 7255 6' CONC. BLOCK (UPPER COURSES) SOLID GROUT f4 'L" BAR A EA CORNER �A ENTRY GATE NOT A PART (SEE HOVINGHAM DRIVE WALL PLANS) N d I N ELEVA TONS OF CORNER WALLS 1� I 8" CONC. BLOCK I (LOWER COURSES) 1 1 6' CONC. BLOCK (UPPER COURSES) 3 5/8"x 2 1/4'x 7 5/8" SUNSET RED BRICK WITH ANCHOR TIES TO GROUT (RUNNING BOND) 6" CONC. BLOCK (SEE WALL SECTION 7 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 do WALL 8' CONC. BLOCK (LOWER COURSES) os It at 3 5/8"x 2 1/4"x 7 5/8" SUNSET RED BRICK WITH ANCHOR TIES TO GROUT (RUNNING BOND) 2 1/4!' X 1" X 7 5/8' RED BRICK VENEER WITH ANCHOR TIES TO CONIC. BLOCK WALL WITH WHITE GROUT (SAILOR COURSE) 1 1 I 1 1 1 1 2 1/4"x 7 5/8" SUNSET RED BRICK WITH WHITE MORTAR ON 3 5/8" X 2 1/4"X 7 5/8" SUNSET RED BRICK WITH WHITE MORTAR (ROWLOCK—DOUBLE ROW) I I I 1 1 1 S-4' x 3'-4" CMU COLUMN WITH PRECAST COLUMN CAP (SEE DETAIL 'E" ON SHEET 2) 3 5/8" x 7 5/8' x 2 1/4' RED BRICK WITH WHITE MORTAR (ROWLOCK—DOUBLE ROW) AVE. & HO WNGHAM DRIVE 3 5/8"x 2 1/4'x 7 5/8' SUNSET RED BRICK PRECAST COLUMN CAP 3 3 5/8'X 2 1/4"X 7 5/8" ,_� SUNSET RED BRICK WITH WHITE MORTAR (SOLDIER COURSE) 3 5/8% 2 1/4"x 7 5/8" SUNSET RED BRICK WITH WHITE MORTAR (ROWLOCK—DOUBLE ROW) 3 5/8'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) " M M N -TRACT 7256-,,_/ 1"x 2 1/4'x 7 5/8' SUNSET RED VENEER WITH WHITE MORTAR (SOLDIER COURSE) 21/4"x1'x75/8" SUNSET RED BRICK VENEER WITH ANCHOR TIES TO CONCRETE BLOCKS AND WHITE MORTAR (RUNNING BOND) 35/8"x21/4'x75/8" RED BRICK CAP WITH WHITE MORTAR (ROWLOCK) (031III11relli m PRECAST COLUMN BASE CMU COLUMN WITH PRECAST COLUMN CAP (SEE DETAIL "E" ON SHT. 2) 0 1 N 3 1/2" x 2 3/16' x 7 1/2' RED BRICK CAP WITH WHITE MORTAR ALL SECTION 2) o SECTION 3 N. TS. ENTRY MONUMENT ELEVATIONS DESCRIPTION EAST ENTRY WEST ENTRY TC ELEV. 361.5' - 362.9' 361.6- 3627 LS ELEV. (A) 3622- 362.9' 3622- 362.8' *TOP FTG (A) 361.7' 361.7' *TOP FTG (B) 361.7' 361.7' SLOPE 0.40% -1.20% , 0.70% -1.60% LS ELEV (B) 3622- 362.9' 362.4' - 363.1' *TOP OF FOOTING GRADES MINIMUM 6" BELOW LANDSCAPE GRADE g-a8'-llo �� N , Know what's below. Call before you dig. 1 - 7) 5,�-i.2 mmn� IIIIIIIIII 384 382 380 378 376 374 372 370 368 366 364 362 360 358 356 354 352 350 TRACT 7256 BOUNDARY ■ ■ MING AVENUE STA. 66+53 35NC.L. MING CNT = ■ STA. 24+10.31 C.L. HOVINGHAM OR. ■ 53 54+00 54+00 55+00 56+00 57+00 58+00 59+00 Z60+00 61+00 62+00 63+00 64+00 65+00 -I - - } - --+-- -�-- -�-- ---�- -�-- -�-- --F - -1 - I- +- --�--- --I-- -}--- --1- - {-- -+- -�-- I - ---�- - 66+00- - - - I ff�2 UJ\JJT 4 MING AVENUE (STA. 53+05.62 C.L. TO 66+05.37 C.L.) SCALE: 1" = 50' HORIZONTAL ui W 7 3r H LINE TABLE LINE BEARING DISTANCE Lt S 013'05" W 6.34' L2 S 89'46'55" E 6.42' L3 N 88'07'11" E 7.84' HOVINGHAM DRIVE (NOT A PART) (SEE ON-SITE WALL PLANS) CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA Ct 80.00' 84.13' 46.42' 601502" C2 1057.50' 6.16' 3.08' 0'20'01" m m --�---- T - -- - - -- - - # - - -- z--- ---, �- T - -- --, 384 - -- - -- - -� ---i-------- 382 !_ —_ �p I S�_E DE "A" (N SHE 3 p EN 1 K T" _ i- j 380 i --w _W 3 , yt (n O -( 1 � { ' � i {{p ; � i i iv i � i_...�_.�_..�i � -.$_ k _ i , —��" f � -! -- - �-_.-.�r-_---1-_ i 378 Z 1 H N N N i CV i ` i ; f I i t j i i { j 1 N N I 1— PO t7f -` -� Z M Z tR-----; m tcf ' i ! ! m co f ! r, I i rn ` M + i � � + i-- ; i I I ! LOW cc c^c i cd i N I ; O w J O O tC �C t0 t0 t0 tC - l e_ _ _ _ N _._ N_ O O i O W Nip O i (n ��"--- ` lslt- ( _ -_._.----d- i ! -'-- .?- , i r , ; to ( t0 3 t0 ! , d' ;oi O i J LD W J i co - cv + t r - _- I o �-� w i + + N �' v i c0 ' a0 O i N t �' d. c0 ; i'O �! O EV N N , c�j N t N i N i N E N i N{ N - t0 ` - LO i tD t0 J p O M N N N : ',l/I f j N _-_N i+ Q + '.�_.�. _'..� J TO ,6 , `'-(- ZS 376 3 M N M N M Vf r+) M Co M W iC i O M iC N Of J OfI <O i t0 (D ! N J ` f �f M i W (" 41 Q+ I- W La.I I-`' i+ I-`' + �`' + + 41 + + +; ar v= ' �p �, O �� N `" `° i cOt) Doti I c0 O �: c0 ! m f �' o I N �`' + ; cn + ` �c Q �n , fQ �c I Q O J_ , 3 v~i cia ; v~i CA j Z Q J; Q 3 U� + r + i F•- + i i{ 1- Q 3_ i O I N t J O I� O ! M s �aJ n 3 N N i N N J iJ J 10 LD { + 3 Ir'f C -!I ti i { Cil ----- - _ #---- �' $ - ; N _._ ; N d' t/1 'd--- N �- N to _ 1� N, l/2_ tC_ ' N 1p N, s0 i0— lC) j - O i r - lA O , r i d n i Q + + + + I t0 Q O Q t0 C_ i d iL < 4 <0 r Q iCj c'� `* — c J. ,n ,rs �— A — a icy a in in ; �' - k�' + -- + -- # k' -----#-`' i -- ' - - k`' —� k`' � �' �; n `a ,- _ _ in _ �n ! . _�'' -- i_— —_ c a 'Q Q J `t' J a r-�' r- - { _ _ +i---' * + - r- - -- �' + +ra, cis Q cts < zc --- --- } - _ N h !rf N N N cp ;tn CD to of { N ifI ; �:.... T� -- <a.__ J — i--- ! m Vf c-� N s c->� N i c� irf to to < i< { a t]_ i 0. C_ i _ ,�}, _ t J J,, a Q Of S N O N pi N O , J J } J , W< Q i Q o in ; fA T V) c� in in a Q a-- H}-__.._._- , 374 Q a Q Q i n' �F d' Q Q- .Q d" Q Q' J [:7 JQ..1 J I J J 12i ' J to E J tii i J LA Q 1/•f ; J O J O i J (0 0. a i I 1- H f- i F - ;.--.-_z--.___._-.-1, kg:�_ GiN i C-�N CSN ~ ' I-+ F H �H{ , { 4J�, ; Ntn N It�tnF'- H F NN'jc� cn ! c� to c in �c-V in c in in in I a d a d 1 a a a is d a < i a a i a i aI' I -{- - - - - - --- < < <, , Vf E ;j,to -rc_y fA1; N N € to tA)� N N _ --y -- ', -----'-----'{- -- -- -{-fj�1 ^ - -- --- - '-�372 NN?0•L'`�}� 9g i 370 .-.--i--- --I-------+-- -�- ! 368 00 t # ' {, # i i 1 ! i ! I ! J i ; i ; i I •; I t ! i i • -O i • ' ! j I i -__i I i i I i i - -- --� - a_-_�. _ �___ __ ___ _-- - _ - i __ -_ i •_ _ ' { 366 0 364 �- i — -- — — ( i - - - - -; - - i - - - -(- - - — -- 7 - - - , - - _ - - - - - - - - --� _ - -- - - - FLOWUNE i - - -- 4 --- -- _ - -_� ----� 362 i LANDSCAPE GRADE TOP OF FOOTING E j i - -, - - - - , i , i j ! i i i•—.---.. +—L-__-- ,r.T--- `----.__l_----- `._--------Ei- _----.�_�_, i f— F -I-- -� j.._--__---_---;---.-__—_.---�.._.__F -� • IT_� — FLOWUNE - --- - { o m ac FlNISHED GRADE LDT SIDE i -! TOP OF FOOTING - - �.-_ _--.-, _--_-- ,__^_ _ N i , �, a , i _—. ; _ �. _ y o ^ �, ---- - - o { - - --- t M - - - - - 360 C.� t0 ! ; { i i �t� # i } i s .___ ' ! - r Of i ! t0 n�l M i ; i t0- 3 TNT---- 7 :� - 01 M LO� c0 LO F ci�pi j i. i �? i i FINISHED GRADE LOT SIDE M i a1 i - fopp �►pp�- E M M i �c so �c!� o �'►�' ^+ M t.7 rM M - ---- , 1 �_ i I M'O ( i i i l { -- i - I -- { - -_ - t0 O " , M t0 ' ! M t0 M 1 i r07 M O i M k iOf t0 O, CV: N C -Z ::--(-----a-----�--- ._ `Y- - - -� 1 .-1-u- i _ - � LANDSCAPE_._ M � N � _ ! � � � I ,ADEM ��p �p W W O W ; i ( i F W i— ; i - ; ( i s ; (- — —Z ' 7- - j -Z i j -- -' M - - - --M - - - OW i J pJJ I J, I I i > ! > i 2a i >' j i.i >- z>! z> z> >- > I 358 i -- C.7 W i LN.. W W ' I ; , O �J` i O i ! I J �i J I ` -i W F i w i i ! ! O W'y�� i I i { ' ( ; , j w ! 0 W 1 W J W W J 1..1 J? J 4� W; J I i i J ! J J W ! I F W 3 t i W IfJ tai' W W >i W Lal W t0 tp v O ` ` W --. O W - W W O i ! O J O uj � J i - `,O W ; i ; p W W 1 I W W W O W W O W W $ J! L!J i A _1-- - - - r -W N----- ---- --- - -- - ---- . -- t�_4t p i p I LiJ W W W Wt W W ice[ I Ici i i ! j O tO !- ! ; i iN0 i - i fN ; i --- -� -_ tQ _ - -;N -YW- DS - N 356 `"p"V Q o O r n , ( 2 M •' i i ; , i ; } : ` ' it ; ; t0 cu `t li 4� ^ j F LQ W to I i i� Of 1 u- Of _Cf u- Of Cif t... fn , $- O� + !i + i O f+ I f i O_ Of Am i j I i Ln tri f O VO sc ! O { z O O F " ...� ►- r i ! i O O O O Z O i z C I rM C �p co °co cV cV O ,ri iri' C Z r ? °9 -_—ti -- -i'`�-- _-_-_-t---.-_---_._.--- i I 1 ; i O �• "f i t ' 3 ! jn. ( ! pi j { c0 i Q Of M d' .It c0,W O NN: M rh F O i ' ( j---_' i i _�_ —_� t[7 xA �— -- - ---- -- i-----� - } - 9-- r -' - _ __ i _. _ 'tL_ LL O _ a O O + +y, + i J + t A t� > O J o_ ; i I--- - 4 i m co T �- 4 �c ca t — - $i iE --- - - u+i - a_ un ,a ua rc O < a a s ( yW +i d f { d i k j I 1 i r-- N �V N W, i L- I I O t0 t0 c0 W C0 .Z 40 - ' 2- O f- I ~ Ir H ! t : , ' i ; Q IQ + i - i i l i - i ' " d { t] { C_ t0 t0 W �0 ji J m t0 t0 i i ' A i J IC W t0 Z F - I� O E J W i W J W,W � 354 cn:fn- - I - �`' r- �`' r- z z r= t- ! t z r- f- w �' I-;� �`' i- r < d o z ice- a i of of ) in in N i 's i < d ( a c� d t o o iCL - -- t i ` ! j -- ----_ __. .r...___._ ,—__..__-I_ ; ; _"_.i" -- -- - j i,_.- _ --._ - --- -'- -- ' r .._.. ;N cn N 1 ! i N VU - N Vf f� - : < N i Q t/f _ F- H F -,Z Z f ` .. -3-- -E- .- ---- -� - _ N N to t(1_ to N'N N N CA N N lnW (n Q W t/f i 352 _ i ii i --- - --"� - — - - -- `�— W 1 12.00' LF ^� 1261;30 LF •17.90' LF' i i b Z WALL i SECTION 3 I �- - - — - - ` - -j- wALL-SECT}OrF T - - - - ------ -- — —(-- - - -' yyAL --2 �� N ; { ' (SEE' SHEET 1 ' I € ? 1 I ' i i i i (SEE SHEET 1) i i ( ;- i ; 350 ~ i I i ( ; , i 1 1 i i 1 1 1 { i i ; i c SHEET6y i ' 53+00 54+00 55+00 56+00 57+00 58+00 59+00 60+00 61+00 62+00 63+00 64+00 65+00 66+00 66+75 ~ CO) s (STA. 53+05.62 TO 66+05.37) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 5' VERTICAL SCALE: 1 " = 50' 50' 25' O' 50' 100' RECORD -1- W Know what's below. Cali before yqu dig. I, y- las !>asc, 38 38 38 37 37 37, 37; 371 361 361 36! 36; 36( M 35( 354 35'9' 35( 34E 34E 344 6' la�iii!la�ala=ila�lil�laaff!l�ila�alasia ia!li�i!laiiaaiilasaa�ai�iia�li�laas!l�lisal�laaiiiili=!l�ii�li�lasilasilas.!!�!! !ate ii!!a�!la�iiailia�! sas•asasliasalasla�siis ' INTERSECTION TRACT 7255 BOUNDARY —i STA. 66+53.35 80+00 STA. MING CNT = 79+00 _._._�----- STA. 24+10.31 C.L. H0IANGHAM DR. Q MING AVENUE -------}--'_—' ' 6-7I -- 68+00 69+00 70+00 71+00 _ + 78+00 _.._}_.---- -1--F-r-r---f-- -�---- �--_-- �_ I E I 72+00 - _ _ - 73+00 74+00 '7F�nn AA 77+00---1"'�- 3++ Zoo 1 < TOE OF SLOPE HOVIN AM DRIVE (NOT A PART) (SEE ON-SITE WALL PLANS) TZ4-55Uj vj T MING AVENUE (STA. 67+08.66 C.L. TO 80+27.49 C.L.) SCALE: 1" = 50' HORIZONTAL Yc7n .ter ynrr J1Tt1L/ /L✓✓ uivrr > r LINE TABLE 1l9 BEARING . = J �] I L1 r °� JI Zeal 6 I / j I IF 355.2 i FP 355.3' h FP 355.2 N 1'52'49" W 0"31 L3 I �,r FP 355.3 , ' ZNM 5 o c FP 355.5 I I FP 355.1 ,6N i00 I Z z++� O w Gym~z i W V~I N - - _toA CL) do cc �. t/) z La �...� U � LINE TABLE UNE BEARING DISTANCE L1 S 88'07'11" W 6.67' L2 N 1'52'49" W 5.72' L3 N 89'46'55" W 6.40' L4 S 0'13'05" W 6.33' CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA C1 80.00' 89.20' 49.88' 63'53'13" C2 1 2080.00' 1 159.78' 79.93' 4'24'05" i - - ; ��`�--'(t- -t-----; _ i ETAIL "A`" ON SHEET i I i -- _� _' i SEED j j - --- - - i i e - ( i -- ---j----r-----k-----• 1 I --�- � 3 FOR EN IT DETAILS j -------t--- ---_ ' -_ i 'I 1 0 } Q i Q ' i Q ! ? ^ ) j I i i j i C 1 k o ' o i^ -v i M M f M M M i f O O1 t I� iIx O_0 �' p a' CV , -�-- C7f ( I C i r i i cci ' cC c0 t0 _ i M 4? O O k J I!j ap s sF j �- ' ac C a' 1n r - - ? j o 1G c0 CO i O O CV IY Pry 1[1 h � N d CC +' + r h M - 27 O - ----' - - - — L cC �C �n I ;�O - ( �___ - O _ O O J i �A O� + FV �A ! a0 J aD t OD V1 pp N F t + - j + r + ! 2 J rn - o-_ i o is o I 9 o f i - - -_ - - - M R 1n W Imo- 3 CD fn pf r N V1 N i (n J . o -i---- z i ! o i SEE ON-SITE !WALL ' o o �' o, or cp t�--__.__ ®--!--- o-_ u cc I J o oa c.� W y� a + + �`'�' �`' i ! 1 3 < +1 J Mj O O O f c$i d' ui �' f� tY ;� ! -`- r o+o--- �-,7-�.-r.------}+ i } s F- ~ �- -a -----cir- -�y ^' a ^' -_6 h �.?J. i.�_ 1� ; p� n a0o ' a0 0 s J c0 h; O s # 3 ' -•� M M CO r d' 1'7 h Q' 01 k M , co--ZO-- -< --N'ilj-__t'--'--tflj--- T�--,'-'VY-----�---Vf - �---- •}-' 'F F- -F _ -' j< 1� Q f'!. �.- PLANS FOR ENTRY o i k ms' 3 0; J �-`' + .rs h o M ? h o a I '+ 0+ f + �`' N �`' `n �`' �' 3 + {___ J d a d a - - __ j - - - - - - --- _< ao�' +' k' + + + o N cn rn i + i n a n a < h a a a r - - Q Vi Q VI Q. 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SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 5' VERTICAL SCALE: 1 " = 50' 50' 25' 0' 50' 100' 384 382 380 378 376 374 372 370 368 366 364 362 360 358 356 354 352 350 348 346 344 75 wmu AW IG Know what's below. Call before you dig. �• rn 0 M M H � Q 0 O Z L_ I Q J W U co n W (� 0 (n u N W W Y Q m a 0 11111 U y _ Z _ccs .-� J IL Z - r--+ O w Gym~z CL) do cc �. t/) z 00 �...� U � J a � CCS co U y _ Z _ccs .-� J IL Z - r--+ O w Gym~z CL) do cc �. t/) z 00 �...� U � J a � CCS co W UJ _ LO CD 0 •���:��sss:ssss������� ��� 83+00 80+0-4TRACT 7255 BOUNDARY I I CE MING AVENUE STA. INTERSECTION4+118 899 C.L. MIG CNT = STA. 17+36.92 C.L. ALLEN RD CNT I 111-1 IN I666 i Inl� TOE I CO ' =rn 1 1 O U Loco J FF I FP 355.3a,I- ZNI'j 1 ' aoo I W CO p J O Z<< Qnn 394 392 390 388 386 384 382 380 378 376 374 372 370 368 366 364 362 360 358 356 354 352 350 348 346 344 QI Wltn v1 cn N Alin in <IVl <n Z pj t �+. 13 i W m c FP 355.9 z f /QCAc N . L- 7JTN- rrP55 14 =I I LJJVJT JFP 356.0 J ' I I 1 I TOE OF SLOPE J 35 ' I I 15 II I I FP 356.1 MING AVENUE (STA. 80+27.49 C.L. TO 83+29.98 C.L.) SCALE: 1" = 50' HORIZONTAL l i I i i Q IC„77 I I DISTANCE 1 o, S 88'45'18" E wl L2 t: I 16.00' U,1 j N 88'45'18" W of L4 ui 7-1 o o J� i 1 + P I ALLEN ROAD i SEE RIGHT r-- LINE � --, DISTANCE Lt S 88'45'18" E M ��� �--- a---_ L2 S 114'42" W 16.00' L3 j N 88'45'18" W 16.00' L4 S 4415'28" E L5 S 114'42" W 16.00' L6 i 16.00' °1 - i - _ - _— '• ._..�, i i f: I f I m+ C0 N z v Ci (A 1�� M ( J� ' J W n n ` Of i i F tO r +: H ! N Iv ��:C-ii N NQ M Ni. ad14c_- J �t9 N' (� Go N ! 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FLOWUNE 273.89 LF 32.06 LF 43.00' LP 32.00' LF ( FINISHED GRADE'LOT SIDES 1 i WALL SECTION 1 �-----{-- , -----i-----i--------r---- {SEE-SHEE�1 __-i-a__._� --it--LANDSCAPE (RADE------- ---------------- in 1 i (SEE SHEET 1) ; € WALL SECTION i j 15 } i i # -pp' � i j, ! I i i------ - - --- (SEE__`SHEET_ --WALL SECTION 4 cy! tn j j lri jj LO shop { 1 __..__ ? M V, M M _ M (SEE SHEET 1) f I 80+00 81+00 82+00 83+00 (STA. 80+27.49 TO 83+29.98 ) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 5' VERTICAL 394 392 390 388 386 384 i 382 a 380 �. 378 I .376 374 372 370 368 { 366 364 362 360 358 356 354 352 350 348 346 344 84+00 UNE TABLE LINE BEARING DISTANCE Lt S 88'45'18" E 28.09' L2 S 114'42" W 16.00' L3 j N 88'45'18" W 16.00' L4 S 4415'28" E 43.00' L5 S 114'42" W 16.00' L6 N 8845'18" W 16.00' CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA C1 1904.00' 83.92' 41.97' 2'31'32" PA R/W 25' LANDSCAPE 2-1 EASEMENT I I MIN. BLOCK 7' WALL I I 2% TR7,.f/71 7.2-0. 5 5 ui W T > l' 1 PAD PROPOSED CURB & GUTTER MING AVENUE = ALLEN ROAD SEE LEFT TOE OF SLOPE 10' MULTI PURPOSEGTRAIL (STA. 9+61.60 C.L. TO 15+73.70 C.L.) SCALE: 1" = 50' HORIZONTAL (STA. 53+05.62 C.L. TO STA. 81+48.90 C.L) A MING A VENUE 6392 "=f0' 392 390 388 386 384 382 380 378 PROPOSED CURB 376 & GUTTER 374 MEANDERING MULTI-PURPOSE TRAIL 372 (STA. 81+48.90 TO STA. 83+25.36 C.L) 370 rF MING AVENUE 368 6 SCALE: 11-10' 366 PA R/W I25' LANDSCAPE I AiL[`CIIC.IT FINISHED PAD TOE OF SLOPE PA R/W 125-26' LANDSCAPEI 2'1 EASEMENT I 6' MIN. BLOCK I WALL 364 362 360 -T 358 356 354 352 ti PAD PROPOSED CURB 350 & GUTTER - _ TOE OF SLOPE 10' 348 MEANDERING MULTI-PURPOSE TRAIL 346 (STA. 54+16.84 TO STA. 64+36.19 C.L) C ALLEN ROAD 6 SCALE.• 1=101 10+00 11+00 12+00 13+00 (STA. 9+61.60 TO 15+73.70) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 5' VERTICAL 392 390 388 386 384 382 380 378 376 374 372 370 368 366 364 362 360 358 356 354 352 350 348 346 14+00 15+00 16+0016+25 SCALE: 1 " = 50' 50' 25' 0' 50' 100' Know what's below. EXO 0111 before ou d RD ,.,. p O 00 ------------- mi ' s t , i # to Nto to a q 1 j 4 G� K/1 C4 sn LY of N II Oprn (6 I M f Of 1'!� + V) N N+ t 3 J :� J ! a J r J f t0 J 1- GO 1- .. +Ci' g rn 30 ^! ;�. .+ ! h- ! �_ .�- iQ .••• < Q o N H Q Q Q .»- � a i a J t): d n J d Lj r ! ►-- it (n Cil Vf n G-il n N i ! Cil In i ' I I _ J .- q E �`'rQ- t- d a d _{ v► fty Cti ; �_"- _- -_- _- N (Ntn (tltnC�N CilY1 CSN ! min ' � �� � i � j I i t I �- I • ! I Lit- � �7_ i -W-OFFOm ! FLOWUNE FINISHED GRADE'LOT SIDES �-----{-- , -----i-----i--------r---- __-i-a__._� --it--LANDSCAPE (RADE------- ---------------- in Cm 01 I lrj 1'ry v' i i # -pp' � i j, ! I i vi ! cy! tn j j lri jj LO shop { 1 __..__ ? M V, M M _ M — ( j ; t7 (•7 —Y ; i �y M M i t f C.5 M M; i ! I _- -- J r7 i i—� �J i10 _.j W i W ! i 1 O -'J ` ? !� l+t! -tJ ' ( ! Q(c ! oaow a+ ; o++ f ( o++ ! a+ I '°-oo� o ; o,� 1 I a44 aa,a i °`as a- Ln tL7�C ; odi W H �`' H t••n 2 H{ i ! N ; -1 nn cam < i �,iai j !j< i m N to N Q N( j (~✓)cn j VF i I jt�n nn j i 1 Qin : ! ; --{ i ( ; WALL SECTION 1 ( (SEE SHEET 1) i ; , 10+00 11+00 12+00 13+00 (STA. 9+61.60 TO 15+73.70) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 5' VERTICAL 392 390 388 386 384 382 380 378 376 374 372 370 368 366 364 362 360 358 356 354 352 350 348 346 14+00 15+00 16+0016+25 SCALE: 1 " = 50' 50' 25' 0' 50' 100' Know what's below. EXO 0111 before ou d RD ,.,. p O 00 mi