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HomeMy WebLinkAbout1.4-6757 1-5GENERAL STRUCTURAL NOTES so GENERAL A. All work shall be performed in accordance with applicable icable sections of the California Building Code PP g (CBC). Current Edition. FOUNDATIONS A. For allowable soil bearing values refer to the Soil Engineers, Inc. Preliminary Soils Report No. 04- 10923, dated 10- 21 -04. .CONCRETE A. Materials: 1. Reinforcing: Deformed ASTM A615, Grade 40. 2. Cement: Portland Cement, Type 11, ASTM C -150. 3. Aggregate: ASTM C -33. 4. Water: Clean and Drinkable. B. Concrete Mix Design For Footings and Wall: 1. Class "B" Concrete, 2500 PSI 0 28 Days. 2. 5.0 Sacks of Cement (min) per Cubic Yard. 3. 1 1/2 to Aggregate (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. Reinforcing Materials: ASTM A615, Grade 40 deformed. 3. Admixtures: Only as approved by the Engineer. B. Mortar: 1. Strength: Type S, 1200 PSI 0 7 days and 1800 PSI 0 28 days. C. Grout: 1. Strength: 1500 PSI 0 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. BENCH MARK DISK STAMPED - Q 1157 RESET 1969 AT OLD RIVER, AT THE JUNCTION OF STATE HIGHWAY 119 AND OLD RIVER ROAD, IN THE TOP OF THE EAST END OF THE NORTH CONCRETE HEAD WALL OF TRIPLE CONCRETE BOX CULVERT B 11.44 OVER ST1NE CANAL, 19 1/2 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 50 FEET WEST OF THE EXTENDED CENTER LINE OF OLD RIVER ROAD LEADING SOUTH, 64 FEET EAST OF THE CENTER LINE OF OLD RIVER ROAD LEADING NORTH, AND ABOUT , LEVEL WITH THE HIGHWAY. iMM�eessen ELEVATION = 343.30 U.S.G.S. DATUM NAVD 88 ° ' I ` ' " - " - - -" C ) . .1 I __ BAN OF BEAFOW THE BEARING OF N89'04133 "W, FOR THE SOUTH LINE OF THE SOUTHWEST 1/4 OF SECTION 34, T.30 S., R.27 E. M.D.M. AS SHOWN ON FILED MAP NO. 7 -1 BK. 6, PG. 27, WAS USED AS THE BASIS OF BEARINGS HEREON. CURB AND GUTTER EXIST. CURB AND GUTTER CENTERLINE OF STREET -- - -- --- - -- -- - - -- PROPERTY LINE / RIGHT -OF -WAY ----- - - - - -- PAD COMPACTION LIMITS STORM DRAIN TRACT BOUNDARY TYPE "A" CATCH BASIN IMTH 3.5' VIDE PHASE BOUNDARY ` OPENING UNLESS OTHERiMSE NOTED LIMITS OF GRADING OUTSIDE A OF THE TRACT BOUNDARY SECTION LINE GENERAL NOTES 1. WALL BLOCK TYPE: MORTARED 6 2'x 8 1'x 16" STANDARD CONCRETE BLOCK MORTARED 8 "x 8 "x 16" STANDARD CONCRETE BLOCK COLOR: CHAMPAGNE PATTERN: RUNNING BOND CAP: SEE SHEET 5 2. ALL STATIONING DATA WAS CALCULATED AT PROPERTY LINE. 3. HEIGHT OF WALL SHALL BE 6' -0" MIN. MEASURED FROM GROUND AT HIGHEST SIDE OF WALL. 4. WALL IS TO BE CAPPED 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 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 92 THICK ASPHALTIC WATER PROOF COATING OR APPROVED EQUAL AS PER CITY STD. NO.L -8 COAT ONLY THAT PORTION BELOW LOT PAD GRADE DOWN TO FOOTING. ALL OTHER SURFACES ABOVE THE FOOTING SHALL BE SEALED WITH A CLEAR WATER SEAL SUCH AS "AQUA- SEAL ", OR APPROVED EQUAL. 10. EXPANSION JOINTS SHALL BE CONSTRUCTED IN EACH PILASTER IN ALL WALLS, AND A MAXIMUM DISTANCE BETWEEN EXPANSION JOINTS OF 60" IN WALLS WITHOUT PILASTERS. 11. BLOCKS AND BRICKS SHALL BE SET ON GRADE, TRUE, PLUMB AND STRAIGHT. CURVES SHALL BE LAID OUT ON NO GREATER THAN 8 FOOT CHORDS. HORIZONTAL MORTAR COURSES ON BLOCK SHALL BE 1 /2" +1/8 92 . 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. 12. BLOCK COLOR SHALL BE UNIFORM IN TEXTURE AND COLOR. 137 CONTRACTOR SHALL VERIFY LOCATION OF UTILITIES PRIOR TO COMMENCEMENT OF WORK AND NOTIFY ENGINEER IF CONFLICT WITH UTILITIES EXIST. CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRS TO DAMAGED UTILITIES CAUSED BY HIS FORCES, BUT NOT COSTS TO RELOCATE IN THE EVENT OF PROPER NOTIFICA- TION AHEAD OF THE CONSTRUCTION. 14. ALL PROPER- SAFETY PRECAUTIONS, INCLUDING SHORING AND BRACING OF WALL, SHALL BE PROVIDED BY THE CONTRACTOR, ESPECIALLY IN THE EVENT THAT FULL HEIGHT GROUTING METHOD IS USED. 15. PRIOR TO INSTALLATION OF ANY SIGNAGE, SUBDIVIDER SHALL SUBMIT TWO COPIES OF SUBDIVISION IDENTIFICATION SIGN PLANS TO THE BUILDING DIRECTOR FOR REVIEW AND APPROVAL PURSUANT TO BMC SECTION 17.60.110 (N). ONE COPY OF THE SIGN PLAN SHALL ALSO BE SUBMITTED TO THE PARKS DIVISION FOR REVIEW AND APPROVAL. SIGN PLANS SHALL INCLUDE COPY, DIMENSIONS, COLOR, MATERIALS, LIGHTING, ANCHORAGE AND LOCATION OF SIGN(S). APPROVAL OF THESE WALL PLANS DOES NOT INCLUDE APPROVAL OF ANY SIGNAGE. 16. 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. 17. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFlELD PUBLIC WORKS DEPT. FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED STREET RIGHT -OF -WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT, A DEPOSIT BASED UPON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE RIGHT -OF -WAY AND INSURANCE SHALL BE POSTED PRIOR TO ISSUANCE OF THE PERMIT. t 1 i 1 1 f 1 1 1 1 0 LE2END ABBREVIATIONS LOT SIDE EP EDGE OF PAVEMENT FS FINISH SURFACE TC TOP OF CONCRETE OE OVER - EXCAVATION FL FLOWLINE FF FINISH FLOOR CL CENTERLINE FC FINISH CONCRETE ELEV ELEVATION GB GRADE BREAK ME MATCH EXISTING GRADE FP FINISH PAVEMENT " F EXISTING GROUND CONTOUR FP. J47.90 PROPOSED PAD ELEV. B ff6-' 1 365• PROPOSED GUTTER FLOWLINE ELEV. 0 I-5 L- - - - - -- 35 '� PROPOSED LANDSCAPE ELEV. 35$ 1� FC PROPOSED FINISHED GRADE 0.31.E DIRECTION AND PERCENT OF SLOPE 43 - - - - - -- -- - - - - -- FOR DRAINAGE CURB AND GUTTER EXIST. CURB AND GUTTER CENTERLINE OF STREET -- - -- --- - -- -- - - -- PROPERTY LINE / RIGHT -OF -WAY ----- - - - - -- PAD COMPACTION LIMITS STORM DRAIN TRACT BOUNDARY TYPE "A" CATCH BASIN IMTH 3.5' VIDE PHASE BOUNDARY ` OPENING UNLESS OTHERiMSE NOTED LIMITS OF GRADING OUTSIDE A OF THE TRACT BOUNDARY SECTION LINE GENERAL NOTES 1. WALL BLOCK TYPE: MORTARED 6 2'x 8 1'x 16" STANDARD CONCRETE BLOCK MORTARED 8 "x 8 "x 16" STANDARD CONCRETE BLOCK COLOR: CHAMPAGNE PATTERN: RUNNING BOND CAP: SEE SHEET 5 2. ALL STATIONING DATA WAS CALCULATED AT PROPERTY LINE. 3. HEIGHT OF WALL SHALL BE 6' -0" MIN. MEASURED FROM GROUND AT HIGHEST SIDE OF WALL. 4. WALL IS TO BE CAPPED 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 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 92 THICK ASPHALTIC WATER PROOF COATING OR APPROVED EQUAL AS PER CITY STD. NO.L -8 COAT ONLY THAT PORTION BELOW LOT PAD GRADE DOWN TO FOOTING. ALL OTHER SURFACES ABOVE THE FOOTING SHALL BE SEALED WITH A CLEAR WATER SEAL SUCH AS "AQUA- SEAL ", OR APPROVED EQUAL. 10. EXPANSION JOINTS SHALL BE CONSTRUCTED IN EACH PILASTER IN ALL WALLS, AND A MAXIMUM DISTANCE BETWEEN EXPANSION JOINTS OF 60" IN WALLS WITHOUT PILASTERS. 11. BLOCKS AND BRICKS SHALL BE SET ON GRADE, TRUE, PLUMB AND STRAIGHT. CURVES SHALL BE LAID OUT ON NO GREATER THAN 8 FOOT CHORDS. HORIZONTAL MORTAR COURSES ON BLOCK SHALL BE 1 /2" +1/8 92 . 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. 12. BLOCK COLOR SHALL BE UNIFORM IN TEXTURE AND COLOR. 137 CONTRACTOR SHALL VERIFY LOCATION OF UTILITIES PRIOR TO COMMENCEMENT OF WORK AND NOTIFY ENGINEER IF CONFLICT WITH UTILITIES EXIST. CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRS TO DAMAGED UTILITIES CAUSED BY HIS FORCES, BUT NOT COSTS TO RELOCATE IN THE EVENT OF PROPER NOTIFICA- TION AHEAD OF THE CONSTRUCTION. 14. ALL PROPER- SAFETY PRECAUTIONS, INCLUDING SHORING AND BRACING OF WALL, SHALL BE PROVIDED BY THE CONTRACTOR, ESPECIALLY IN THE EVENT THAT FULL HEIGHT GROUTING METHOD IS USED. 15. PRIOR TO INSTALLATION OF ANY SIGNAGE, SUBDIVIDER SHALL SUBMIT TWO COPIES OF SUBDIVISION IDENTIFICATION SIGN PLANS TO THE BUILDING DIRECTOR FOR REVIEW AND APPROVAL PURSUANT TO BMC SECTION 17.60.110 (N). ONE COPY OF THE SIGN PLAN SHALL ALSO BE SUBMITTED TO THE PARKS DIVISION FOR REVIEW AND APPROVAL. SIGN PLANS SHALL INCLUDE COPY, DIMENSIONS, COLOR, MATERIALS, LIGHTING, ANCHORAGE AND LOCATION OF SIGN(S). APPROVAL OF THESE WALL PLANS DOES NOT INCLUDE APPROVAL OF ANY SIGNAGE. 16. 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. 17. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFlELD PUBLIC WORKS DEPT. FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED STREET RIGHT -OF -WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT, A DEPOSIT BASED UPON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE RIGHT -OF -WAY AND INSURANCE SHALL BE POSTED PRIOR TO ISSUANCE OF THE PERMIT. t 1 i 1 1 f 1 1 1 1 0 VESTING TENTATIVE TRACT NO.. 6758 SCALE: 1" =200' #4 CONT. IN BOND BEAM (12" FROM TOP OF WALL) GROUT SOLID ALL CAVITIES 6 "x 8 "x 16" CONCRETE BLOCK #4 CONT. IN BOND BEAM - (AT MID HEIGHT) �--- STREET SIDE P/L 2" W 2" LOT SIDE - - - - -- - - (12 FROM TOP OF WALL) U) LOT SIDE w a e 21 22 23 24 25 - - - -- 26 - - - - - -- 27 - - - - -- -- - - - - -- 28 - - - - -- -- - - - - -- L- - - - - -- - - - - - -- - - - - -- -- - - - - -- - - - - -- - - - - - -- - - - - - -- 43 - - - - - -- -- - - - - -- 42 - - - - - -- 41 1 -- - - - - -- c- - - - --- - - - - - -- - - - - - -- -- - - - - -- - - - - -- - - - - - -- - --� ------ � -- - - - - - -- -- - - - - -- 130 1 1 `- - - - - -- 31 - - - - -- 32 - - - - - -- 33 -- - - - - -- 34 - - - - - -- 35 - - - - - -- 36 ----- -- 37 38 - - - - - -- - - - - - -- 39 - - - - - -- 40 1 - - - - - -- VESTING TENTATIVE TRACT NO.. 6758 SCALE: 1" =200' #4 CONT. IN BOND BEAM (12" FROM TOP OF WALL) GROUT SOLID ALL CAVITIES 6 "x 8 "x 16" CONCRETE BLOCK #4 CONT. IN BOND BEAM - (AT MID HEIGHT) �--- STREET SIDE P/L 2" W 2" LOT SIDE o M co (12 FROM TOP OF WALL) U) LOT SIDE w a W THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR a UNDER MY DIRECTION AND TO THE BEST OF MY KNOWLEDGE AND #4 VERT. BAR AT 32" O.C. < BELIEF COMPLY WITH CITY OF BAKERSFtELD ORDINANCES, STANDARDS, (CENTERED IN WALL) w AND DESIGN CRITERIA AND INCLUDE ALL IMPROVEMENT REQUIREMENTS w (30" MIN. LAP SPLICES) p o I W Q W 00 o 0 0 I AM RESPONSIBLE FOR ALL CALCULATIONS AND DRAWINGS ON THESE PLANS AND ANY ERRORS, OMISSIO S, OR VIQLATIONS OF w ao -� ¢ GROUT SOLID ALL CAVITIES I w � #4 VERT. BAR AT 32" O.C. Z #4 »L" BAR AT 32" O.C. (0 W TO 40" ABOVE TOP OF FTG. w (CENTERED IN WALL) M (30" MIN. LAP SPLICES) (30" MIN. LAP SPLICES) J o SEALANT TO BE APPLIED > 0,1 OR 2 EA 8 "x 8 "x 16" CONCRETE BLOCK BY WALL CONTRACTOR (SEE WALL PROFILE) 2% X X w 2 ;Ye CO i4 20 'mss' I w I w I LANDSCAPE GRADE 11 11 (00 co r4%, N 00 VARIES (6 MIN) ; #4 BAR 0 32" O.C. pV 3 EA. #4 BAR CONTINUOUS 3 "x 3 9'x 3" CONCRETE BLOCK CHAIRS SHALL BE USED TO PLACE. FOOTING RE -BAR 30„ WALL SECTION 1 N.T.S. VESTING TENTATIVE 7 { x TRACT, 633Z WALL PLAN i i i F Fg Iblc KEE ROAD up <j>SHEET N INDEX P/L � r � r ► � � I � 1 t' VESTING TENTATIVE TRACT 1\40. 6491 1 #4 CONT. IN BOND BEAM 2" (12" FROM TOP OF WALL) LOT F-L V) 0 w 0 GROUT SOLID ALL CAVITIES #4 VERT. BAR AT 32" O.C. Z � „ (CENTERED IN WALL) O x 16 CONCRETE BLOCK (30" MIN. LAP SPLICES) V) o w wI #4 CONT. IN BOND tA : (AT MID HEIGHT) 0 STREET SIDE #4 "L" BAR AT 32" O.C. TO 56" ABOVE TOP OF FTG. (30" MIN. LAP SPLICES) 4 3 OR 4 EA 8 "x 8 "x 16" CONCRETE BLOCK -a SEALANT TO BE APPLIED X .-. • r-. (SEE WALL PROFILE) BY WALL CONTRACTOR <-.I. NEATLY GROUT CAVITY I 2% w w w ,o w �3 00 w 2 -Y4" 14" 14 LANDSCAPE GRADE -� VARIES (6" MIN) w. ... #4 BAR ® 32" O.C. V_ » 3 EA. #4 BAR CONTINUOUS 3 "x 3 "x 3" CONCRETE BLOCK CHAIRS SHALL BE USED TO PLACE FOOTING RE_BAR 36" P/L WALL SECTION 2 N.T.S. #4 CONT. IN BOND BEAM W 2" o� �lZj M co (12 FROM TOP OF WALL) z X LOT SIDE w a J THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR a UNDER MY DIRECTION AND TO THE BEST OF MY KNOWLEDGE AND 00 3 BELIEF COMPLY WITH CITY OF BAKERSFtELD ORDINANCES, STANDARDS, (n w AND DESIGN CRITERIA AND INCLUDE ALL IMPROVEMENT REQUIREMENTS vWi OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD. Q 0 I AM RESPONSIBLE FOR ALL CALCULATIONS AND DRAWINGS ON THESE PLANS AND ANY ERRORS, OMISSIO S, OR VIQLATIONS OF THOSE ORDINANCES, STANDARDS AND CRITERIA SHALL BE GROUT SOLID ALL CAVITIES #4 VERT. BAR AT 32" O.C. Z w 6 " x 8 "x 16" CONCRETE BLOCK (CENTERED IN WALL) M (30" MIN. LAP SPLICES) j J o W wl r wI to /^ A 0 CL #4 CONT. IN BOND BEAM w M J (AT MID HEIGHT) p OI I STREET SIDE `-�� ,#5 "L" BAR AT 32" O.C. � o � TO 80" ABOVE TOP OF FTG. W (30" MIN. LAP SPLICES) U) W U) Fr 5 OR 7 EA 8 "x 8"x 16" CONCRETE BLOCK " SEALANT TO BE APPLIED X = ` X > (SEE WALL PROFILE) BY WALL CONTRACTOR <b 2% NEATLY GROUT CAVITY _ o w I 0 LO N v �- f 2�4" » 16 16 ». LANDSCAPE GRADE VARIES (6" MIN)a. .. ; a #4 BAR 0 32" O.C. 3 EA. #4 BAR CONTINUOUS 3"x 3 "x 3" CONCRETE BLOCK CHAIRS SHALL BE USED TO P1 or-P Pnn-nMr- QIr_.RAP I 40 It I f 1 WALL SECTION 2 N.T.S. W .> s 4 s W a L E r f � F yEy 71, v Syr Y Y TRACT 6757 UNITS 1 -5 PACHECp � � ROAD S 23 FAIRMEW ROAD 19 20 21 22 .... :a 24 19 �f a 7 �. o n 30 0 29 28 0 27 0 0 26 0 0 25 30 M CUTCHEN ROAD O HOSKING -il 31 < 33 W 34 35 36 31 cn McKEE ROAD GREE NFULD _j L TAI= HWY. PU)fflaN W 119 CEN R 6� 1�5 4 � 1 6 RNOWi W 2 PROJECT Q 8f 0 LL- 9 Z 82 10 E= 11 12 7 o in 0 17 16 T 15 14 13 18 VICINITY MAP NO SCALE 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. x W ENGINEER'S STA TEM EN T o� �lZj M co > U z X Lj / Q O Vjj/ � %/0 J THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR a UNDER MY DIRECTION AND TO THE BEST OF MY KNOWLEDGE AND 00 3 BELIEF COMPLY WITH CITY OF BAKERSFtELD ORDINANCES, STANDARDS, (n w AND DESIGN CRITERIA AND INCLUDE ALL IMPROVEMENT REQUIREMENTS vWi OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD. Q > I AM RESPONSIBLE FOR ALL CALCULATIONS AND DRAWINGS ON THESE PLANS AND ANY ERRORS, OMISSIO S, OR VIQLATIONS OF THOSE ORDINANCES, STANDARDS AND CRITERIA SHALL BE COR �rTED Dl CONSTRUCTION. / /P APPROVED BY: ROGER A. McINTOSH R.C.E. 33322 EXP. 6 -30 -08 ?- zo "07 DATE APPROVED BY: RAUL M. ROJAS PUBLIC WORKS DIRECTOR DATE R.C.E. 39$80 EXP. 12 -31 -07 �REVIEWED BY: REVIEWED BY: ASSISTANT PUBLIC WORKS DIRECTOR .NDU 1. COVER SHEET 2. Mc KEE ROAD (STA. 16 +63.43 TO STA. 30 +00.00) 3. Mc KEE ROAD (STA. 30-+-00.00 TO STA. 36 +45.99) 4. ASHE ROAD fi 5. MOUNTAIN RIDGE DRIVE G. \4ALL ���It...� f*07 ?AFfFId ENGINEER Mt -,;5q 0 - /,.s M-t,� 2�AvE btA �I Nsf w�l� �lZj M co > U z X Lj / Q O Vjj/ � %/0 -e7 '7 0 N Y U rill W z CD U z w Z 0 - ''�._.•.. .. do \\ \\ \� 1, y /��5�1 �w m S 01, 00 -ou 450" NNW qm� S89"02'46"E 484.51 c6 cn -T- 4 5 43 —j 42 CD FP 350.5 1 1 1 41 1 40 39 u.J C) C:> f P J50.8 fP. J51. 1 00 P. J51.4 FP. J51.7 o6 25 5 f P J52. 0 f P J52.2 ui C) Z C) + + r--O) CN LoLo I NN z: o6o6 t-- 5 c"c" m cn a- �� Co� )oco Z: tntn < wJ O Sri c7 C> < LO o6 + IT- tn of 0 I..j j li Lo C5 co Imo a- r- ul + +W p- CN U Z C-D I .:e I W I-- m (n V) FL OF G 3 SIHT 51' Of 45 0 'E� egg _7 C) C) C) 36 Lo 38 37 ui o6 FP J52.2 FP 352. 0 f P J52. 0 r- cq LINE LENGTH ulco ;z vivi 13.78" r- cO o m cD 24.75' + + L3 N N00*57113NE L4 24.75' N45"57'1 3"E L5 o� F- i-- F- I-- z Ww < wcn --2% . . .. . .. . .. . .. . .. . .. . .. . .. 14 4:1 MAX ............ 0 CD Cl C) C) c6 0 00 CD V) < 5 tx Lo I F4 LLJ LLJ t.Li (D co ? Z: 0 ui LJ < :z IAJ RIDGE DRIVE + + to Lo SEE SHEET 5 W n 0 Z: ♦ a- po po to Lo w -oj n n Lo K) L6 L6 c6 c6 m Z Coco coc) Lo Lo Lo to (-)I cc MM MW) (n U) U) V) cli :z C) CU (3 r 4 P- ci::: C) 4- Z, 1. 0.27% Lu ro 10 -Ft.cn ui -q- C) + + cy- X, :z LAJ Q- 6% >- m 22100 23+00 11, 24+00 25+00 LJJ ck: =) V) 26+00 27+00 r— c) zz, 28+00 29+00 MATCH LINE ----------- C) 30+00 .11 31+00 32+00 33+00 STA. 22+00.00 C.L. CN 4 T 1 35+00 34+00 36+00 S 01, 00 -ou 450" NNW qm� S89"02'46"E 484.51 c6 cn -T- 4 5 43 —j 42 CD FP 350.5 1 1 1 41 1 40 39 u.J C) C:> f P J50.8 fP. J51. 1 00 P. J51.4 FP. J51.7 o6 25 5 f P J52. 0 f P J52.2 ui C) Z C) + + r--O) CN LoLo I NN z: o6o6 t-- 5 c"c" m cn a- �� Co� )oco Z: tntn < wJ O Sri c7 C> < LO o6 + IT- tn of 0 I..j j li Lo C5 co Imo a- r- ul + +W p- CN U Z C-D I .:e I W I-- m (n V) FL OF G 3 SIHT 51' Of 45 0 'E� egg _7 C) C) C) 36 Lo 38 37 ui o6 FP J52.2 FP 352. 0 f P J52. 0 r- cq LINE LENGTH ulco ;z vivi 13.78" r- cO o m cD 24.75' + + L3 15.00' N00*57113NE L4 24.75' N45"57'1 3"E L5 33.74' F- i-- F- I-- z Ww < wcn --2% . . .. . .. . .. . .. . .. . .. . .. . .. UNE TABLE LINE LENGTH BEARING Ll 13.78" S86'22' 17 "E L2 24.75' S4.0O2'47"E L3 15.00' N00*57113NE L4 24.75' N45"57'1 3"E L5 33.74' S44016'23"E Q z M 2% t s C L c< Q0 nrl ammowmamm"� mom T S89*02'46"E I 351 34 f P 352.2 i Arn P J52. 4 33 1 f P. 352.6 UNIT 3 32 FP 352.8 -Now Npmmmmmommmmww on, moon mom Now =no Now mft� 781.34" 31 1 30 29 FP 352.9 FP J5J. 1 FP J5J. J 28 FP J5J. 4 Mc KEE ROAD (STA. 30-F00.00 TO STA. 36i- 45.99) PLAN VIEW SCALE: 1" = 50' < Lo <i m d Z: 0 Lo Co uj + + co (D ro ro ALL STATIONS AND OFFSETS ARE SET FROM PROPERTY LINE UNLESS OTHERWISE NOTED. SEE DETAILS FOR LOCATION OF WALL. 14 R/W P/L , 1 1 6 co 5� AREA 0 12 V) W Q, oc Q) Lu Q z M 2% --2% . . .. . .. . .. . .. . .. . .. . .. . .. 14 4:1 MAX ............ 0 CD Cl C) C) c6 00 CD V) < 5 Lo I F4 t.Li (D co Z: 0 ui MOUNTAIN :z IAJ RIDGE DRIVE + + to Lo SEE SHEET 5 W n 0 ♦ a- po po to Lo w -oj n n Lo K) L6 L6 c6 c6 Z Coco coc) Lo Lo Lo to (-)I cc MM MW) (n U) U) V) ALL STATIONS AND OFFSETS ARE SET FROM PROPERTY LINE UNLESS OTHERWISE NOTED. SEE DETAILS FOR LOCATION OF WALL. 14 R/W P/L , 1 1 SIDEWALK TYPICC&Alt. SECTION v SEE SHEET 1 FOR WALL SECTION DETAILS T - PROPOSED BLOCKWALL PAD ELEVA 77ON 6" MINIMUM WALL PROFILE SCALE: HORZ. 1" = 56 VERT. 1 " = 59 A a r-- 0 0 LLJ LLJ :Z CD 7;1 LLJ t 5; C) • (.D LLJ 0) 0 0) Of < :D — C) o Z 00 Of 14- 0 Z LL- 1< :D I < LiJ 00 _j W (c) 0 o cis ir m o pe) pr) po " Lij C-D 0 x 5��3� 0 qr- z 0 In m a L&J z w cr x 0 F- >- m 6 LANDSCAPE'— AREA 0 12 V) W Q, oc Q) Lu Q z M 2% --2% . . .. . .. . .. . .. . .. . .. . .. . .. 14 4:1 MAX ............ SIDEWALK TYPICC&Alt. SECTION v SEE SHEET 1 FOR WALL SECTION DETAILS T - PROPOSED BLOCKWALL PAD ELEVA 77ON 6" MINIMUM WALL PROFILE SCALE: HORZ. 1" = 56 VERT. 1 " = 59 A a r-- 0 0 LLJ LLJ :Z CD 7;1 LLJ t 5; C) • (.D LLJ 0) 0 0) Of < :D — C) o Z 00 Of 14- 0 Z LL- 1< :D I < LiJ 00 _j W (c) 0 o cis ir m o pe) pr) po " Lij C-D 0 x 5��3� 0 qr- z 0 In m a L&J z w cr x 0 F- >- m V) z 0 V) t.Li V) F— :z IAJ LLJ C) F— (-)I cc cli :z C) ci::: C) cy- LAJ Q- >- m LJJ ck: =) V) r— c) zz, r-, C) C) a CN 000"% ■ (0 011 0 0 0 ■ 0 ■ cw> 1 100 10 0 13C 0 W ;g W 0 04 0 W Ei -j 0 0 ILI W W CV3 to U, 0 Q 00 e_% 04 INTERSEMW .wA 00 _ STA. -25 +35.87 dl, ASHE ROAD= M STA. 10+00.00 CZ THORTION AVENUE U _ 26 +00 ­NO0-2_5'27"E — to DETAIL 39 0 ---.mow 5501 LINE OF Slf"I II 3E' 2 FP F 347.4 Gl� 31+00 30+00 -to—o- ig 28 00 co Lo Lo uv D E T 4.eb49 - . 277.83 7 - N01 "27959*E - I 302.40 I I v o -i 57.50 N00*2527*E UNLESS OTHERWISE NOTED. SEE DETAILS FOR LOCATION OF WALL. C-D < UJ :2 ml © CD CD < < :z ji, I NOO*25'27"E I 4 CD 4 Noo*25 27"F 102.42' 7 CD Lo 6 _j FP. J48. 0 1 FP J46.2 I 0 f-A Jvl to .__j ASH Jvl ROAD Go o6 V) co ++ N co UNIT ' 5 C;ci NN ++ __j w"" I I o C) w rnpo Lli v) << < 29 V) (n NOTE: 28 ALL STATIONS AND OFFSETS ARE SET FROM PROPERTY LINE FP 34 7 C) 347.02 __4 < FP 347.2 C) FP 347 4 C) 00 :z cr < ("m 0- /.ry A C) to 6 C) z c3c5 C) A� UNIT 4 C3 C" Of 04 �4_ N F_ H.! a0 m ++ (.0 co 3: >_ m --� < I i u-i w 1_: Lj C14 C-4 00 : J .. Now w a w C:) co . C) CO F- 00 C) (n L0 C3 3: Z 5 00 00 ro C:) M < F- GOOD + + .0- vc i) cc N-i THORTON AVENUE 3: cj'< c%I F_ Q < _j V7,17 V) ul 00 L.Lj __j NN _j < + + Lf) L0 C*4 0014- 0) q F- m v7 C) Lo 00 C*4 __j Of < oo + + ro -1 -9:4 F- F- I ^ 3: #-% C**4 -.e _3 co 44- n Co L0 + + Q_ 00 00 + + 2 FP F 347.4 Gl� 31+00 30+00 -to—o- ig 28 00 co Lo Lo uv D E T 4.eb49 - . 277.83 7 - N01 "27959*E - I 302.40 I I v LID U) " " -i L2 24.75' UNLESS OTHERWISE NOTED. SEE DETAILS FOR LOCATION OF WALL. C-D < UJ :2 ml © CD CD < < :z ji, CD = < 3 I 4 CD 4 5 1 6 7 CD Lo 6 FP 347.6 FP 3478 FP. J48. 0 1 FP J46.2 I 0 f-A Jvl to .__j ASH 0 ROAD Go o6 V) co ++ N co UNIT 5 C;ci NN ++ __j w"" I I w rnpo Lli v) << < < m :m -C:r- V) (n NOTE: Uj ALL STATIONS AND OFFSETS ARE SET FROM PROPERTY LINE LINE TABLE LINE LENGTH -ftt. l< F- u)u) + + Lo U-) !:q LID U) " " -i L2 24.75' UNLESS OTHERWISE NOTED. SEE DETAILS FOR LOCATION OF WALL. C-D < UJ :2 ml << I­ F- (n cf) CD CD < < :z ji, CD = < . . <;� F- P/L Ld m F- I- < V)V) V) U) V) U) ASH 0 ROAD V) LINE TABLE LINE LENGTH BEARING Ll 24.75' N45*41'20"E L2 24.75' N4418"40"W L3 15.00' 1 S89-02"47"Ei 3W 3W 354 352 350 30 3" 3" R/W 16' 7* 9 LANDSCAPE BLOCKWALL t Ia AREA I x 11W ! p H 2 OW c s ell. C) 2% 2% MIN 4.- 1 MAX SIDEWALK A TYPICAL ACTION SEE SHEET 1 FOR WALL SECTION DETAILS D ELE II I �6" MINIMUM Lu �> I- 0 m < a_ < CD Z: 5 D 8 FP. 348.3 D 7 N C*c> 4 EA 21 TYPPP"AL. SEE SHEET 1 FOR WALL SECTION DETAILS S89*02'47"E 589.72' PLAN VIEW SCALE: 1" = 50' 9 FP. M-3 m .4- 6 It MINIMUM 01AM 16 UNIT 5 Fp. J47.7 31 FP 348.6 PLAN VIEW (n En c c ` SCALE: 1" = 50" h L0 CO LLJ IF 75 cr) ji, + + M: LAJ P/L z Is V) U) + C14 0 LANDSCAPE BLOCKWALL t Ia AREA I x 11W ! p H 2 OW c s ell. C) 2% 2% MIN 4.- 1 MAX SIDEWALK A TYPICAL ACTION SEE SHEET 1 FOR WALL SECTION DETAILS D ELE II I �6" MINIMUM Lu �> I- 0 m < a_ < CD Z: 5 D 8 FP. 348.3 D 7 N C*c> 4 EA 21 TYPPP"AL. SEE SHEET 1 FOR WALL SECTION DETAILS S89*02'47"E 589.72' PLAN VIEW SCALE: 1" = 50' 9 FP. M-3 m .4- 6 It MINIMUM 01AM 16 UNIT 5 Fp. J47.7 31 FP 348.6 T_ I rl�_ o 0 0 V_ 0 z m 0 < C3 can) C3 Z y 3: 0 w I O 0 WALL ar u I Ivil Z 57.50 LF WALL SECTION 2 WALL PROFILE SCALE: HORZ. 1" = 50' VERT. 1" = 51 -0Ii I'O� � Q Nk ntx �4 f �N 4 ma rev m ca FP. 347 7 (n En c c ` LLJ Z: L0 CO LLJ IF 75 cr) VQL + + M: LAJ C-4 00 z V) U) T_ I rl�_ o 0 0 V_ 0 z m 0 < C3 can) C3 Z y 3: 0 w I O 0 WALL ar u I Ivil Z 57.50 LF WALL SECTION 2 WALL PROFILE SCALE: HORZ. 1" = 50' VERT. 1" = 51 -0Ii I'O� � Q Nk ntx �4 f �N 4 ma rev m ca z 0 V) Lli v) Uj LLJ C) C) < :z C) 6 C) LLJ CL F_ H.! >_ m u-i w =:) V) w C) C) F- to C) CN co 0 cc Do L U PSI- to co �a .- 0 ;9 0 ­ 04 0 V_ 0 Cii _j li O 0 -4-0 :3 W m w w UL 0 it C) C) 06 JJ (33: -j 0000 C'4c-4 33 0 <*<* f? 349.5 34 35 36 m v)(n FP 349.7 FP. 349.8 fp 350.4 N00*30'00"EA Ime ilic.- oommon-amp� No= Nwm r foam "Nompoommommm Q� goo* .0� a no fmw� IL. . . . . . . . . 00 "d- -7 A s 6 W II LANDSCAPE'— Q0 C) u uj C) C� II L3 � N45043"36"E co 4- 00 C) o6 L5 ui 0 2% M Z Lo 5 ' " Mc KEE ROAD C6 00 + + MLo Lo Lo M ro C) Who 00 0 U-) (6 0 QQ 94--4- L6 co Coco 00 < ++ mm cn 38 39 Coco Lo U-$ C33: 1 1 1 37 1 Z: < Z: r--C:) T--- T-- 0 Lo Lo Z nn 0 + CL LO ++ C-4c) FP 350.4 'd-c) C)C3 r- u') c)) a- ++ a- C) C) FP 350.4 C:) M. C)oc:) rzw) rl:CD u-)oo < P. 350-2 LL, ro to Lia popo 140 \7 + + M(3) 64 OYSTER WAY z -0 ro C-4 0 1 FP J50.7 Z<< V)V) < cncn < cncn md) C-4" 621.54 u.J m U) f--F- u.j OF SIGHT � 450s LINE 41 s ---1--------1.---'--- s 1 14*00 25+00 26+00 27+00 28+00 29 +00 Nizo r. =2 .:- ...a.: _..,.na.. �.w.n..a ...a..... -. ..,,..:..r ..+r<..... ..r.,'n.:. ....•... -. } - n.a.�... ......n.._ �.,.,N.r. � _ « ...... ........>. .., -�.-.. ,.,.,...,,. nn..,... :. .,..... ,. .,_..., -.. ...,...e ,M.,..w .a .-: x..w.. ...:.•r.,., ,i._.>.... - r.,. -., .. ,. .,_. , ., ....+� ...._..... �. ...- <nH:.. .n- ..,,u. .,+.,..,., .w... .....•_.. ..,..v.7 »..a....,. -.,w.r _...,,,...� n...,.. _...w -.. .......k. .,......w ,... w .. +,...... ....w+, +..v.,_ ..,........ .,.r.... ,_..._, - ,.vv.- - v..,... ......,.. - u.,,.,. :...w...w ....»s,. ......+ -... ...a... ._..,..... .., --r._ .,...,.,.. .,_w...., ,.,....,.. .,......_ ...- ....o.. .w.� ..wv.,., ...- ...,., -9— 11r__7 _71;z- 've ley t 'k Xp p -fl WHITE WHEAT AVENUE FQ- MOUNTAIN RIDGE DRIVE O 7 a -2Z 14' R/W p 6 W w LANDSCAPE'— Q0 C) u uj C-) 2" II L3 � N45043"36"E Lo c> 00 C) o6 L5 ui 0 2% M Z Lo 5 ' " Mc KEE ROAD C6 00 + + MLo Lo Lo M ro C) 00 0 U-) (6 C3 mom" swo) L6 co Coco 00 < < cn CN co co -10- cq CN Coco Lo U-$ C33: -j C33: (3'j it Z: r--C:) T--- T-- 0 Lo Lo Z nn 0 + CL LO ++ C-4c) 'd-c) C)C3 r- u') c)) a- ++ a- C) C) + C:)C:) C:) M. 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C.D V) FP 351.0 C) %K ---1--------1.---'--- s 1 14*00 25+00 26+00 27+00 28+00 29 +00 Nizo r. =2 .:- ...a.: _..,.na.. �.w.n..a ...a..... -. ..,,..:..r ..+r<..... ..r.,'n.:. ....•... -. } - n.a.�... ......n.._ �.,.,N.r. � _ « ...... ........>. .., -�.-.. ,.,.,...,,. nn..,... :. .,..... ,. .,_..., -.. ...,...e ,M.,..w .a .-: x..w.. ...:.•r.,., ,i._.>.... - r.,. -., .. ,. .,_. , ., ....+� ...._..... �. ...- <nH:.. .n- ..,,u. .,+.,..,., .w... .....•_.. ..,..v.7 »..a....,. -.,w.r _...,,,...� n...,.. _...w -.. .......k. .,......w ,... w .. +,...... ....w+, +..v.,_ ..,........ .,.r.... ,_..._, - ,.vv.- - v..,... ......,.. - u.,,.,. :...w...w ....»s,. ......+ -... ...a... ._..,..... .., --r._ .,...,.,.. .,_w...., ,.,....,.. .,......_ ...- ....o.. .w.� ..wv.,., ...- ...,., -9— 11r__7 _71;z- 've ley t 'k Xp p -fl WHITE WHEAT AVENUE FQ- MOUNTAIN RIDGE DRIVE O 7 a -2Z 14' R/W p SIDEWALK TYFMCAL SECTION SEE SHEET 1 FOR WALL SECTION DETAILS Z)UALt.: I = DU - PROPOSED BLOCKWALL PAD ELEVA 770M 6" MINIMUM N00*30!00"E P. 351.2 -now / � 27 28 FP J5J. 4 FP M. 4 owl' 6 W w LANDSCAPE'— Q0 AREA u uj C-) 2" N89'02947 "W L3 W� N45043"36"E m° 1 00 r-- L5 ui 0 2% M Z X 4:1 MAA X SIDEWALK TYFMCAL SECTION SEE SHEET 1 FOR WALL SECTION DETAILS Z)UALt.: I = DU - PROPOSED BLOCKWALL PAD ELEVA 770M 6" MINIMUM N00*30!00"E P. 351.2 -now / � 27 28 FP J5J. 4 FP M. 4 owl' 519.77 --Nw -Imm A� 4000 6WWAN0Nb=MM MOM aft= MOWWWA&MMEMM M� OMM MMMMMONNUMM MW -mimp -mm -00-m-mookwm-w� -0-0 4� -mmwftowm� � mom D Lo d. ro II W w Q) Q0 CD C) u uj o6 N89'02947 "W L3 o� N45043"36"E WZ < C-) 00 r-- L5 ui r1r) M Z n po 5 ' " Mc KEE ROAD 6 Lci Coco CL ++ Lo Lo SEE SHEET 3 + + MLo Lo Lo M ro U)c < cnc n 0 U-) (6 Lij cy) U) + mom" swo) Coco 519.77 --Nw -Imm A� 4000 6WWAN0Nb=MM MOM aft= MOWWWA&MMEMM M� OMM MMMMMONNUMM MW -mimp -mm -00-m-mookwm-w� -0-0 4� -mmwftowm� � mom D Lo d. ro +00 N00*30'00"E 31+00 32+00 33+00 34+00 35+00 36+00 co to < Y. J Ld .44- CA Z LLI :20 C:)C:) rl,)Cn r--: twi co (D cq CN w- En U) 141 a II W w Q) ca N4416"24"W u uj 15.001 N89'02947 "W L3 o� N45043"36"E WZ 10.32' LLJ;!� L5 ui S44- 16923 "E z .00 '4 C-3 N-1, 0 U-) (6 Lij cy) U) + + + Coco G-0 cn +00 N00*30'00"E 31+00 32+00 33+00 34+00 35+00 36+00 co to < Y. J Ld .44- CA Z LLI :20 C:)C:) rl,)Cn r--: twi co (D cq CN w- En U) 141 a 2% ALL STATIONS AND OFFSETS ARE SET FROM PROPERTY LINE UNLESS OTHERWISE NOTED. SEE DETAILS FOR LOCATION OF WALL. R/W P/L 6 -- owl PROPOSED LANDSCAP BLOCKWALL -J E'— K h. AREA Li 2 --4 1 4 o coqe 47 AW --%�PAD ELEVA TION 27o M I i 4: 1 MAX SIDEWALK �'T'YPICAL SEE SHEET 1 FOR WALL SECTION DETAILS LANE TABLE LINE W w Q) 24.75$ 2% ALL STATIONS AND OFFSETS ARE SET FROM PROPERTY LINE UNLESS OTHERWISE NOTED. SEE DETAILS FOR LOCATION OF WALL. R/W P/L 6 -- owl PROPOSED LANDSCAP BLOCKWALL -J E'— K h. AREA Li 2 --4 1 4 o coqe 47 AW --%�PAD ELEVA TION 27o M I i 4: 1 MAX SIDEWALK �'T'YPICAL SEE SHEET 1 FOR WALL SECTION DETAILS LANE TABLE LINE LENGTH BEARING Ll 24.75$ N4416"24"W L2 15.001 N89'02947 "W L3 24.75' N45043"36"E L4 10.32' NO3*1 06 1 29 " E L5 33.74' S44- 16923 "E WALL PROFILE SCALE: HORZ. 1" = 50' VERT. 1" = 5' /'� as -i3 nr 1 S v r- O 0 C14 LLJ LLJ CD Z: LLJ LLJ U) C-) m > - W W: z 0 Lj cr LLJ Lu cli . C.D V) C) ck::: C) LLJ CL M >- m LLJ w C:) CD < C) a-" L C.0 �, q,, eo 75 �7 is 4" cc cc 6 "X8 "` BLOCK. COLOR: CHAMPAGNE. 1=1 Mt"% 0 A M/"N GTr1R t9= w w 32" g E.J CORNER MONUMENT ELEVATION COLLECTOR/ARTERIAL * LOCAL INTER5ECTION SCALE: 1 " =3'- 0" 24.75' P/L * 33.74' 0 MGKEE & MOUNTAIN RIDGE CORNER MONUMENT PLAN VIEW COLLECTOR/ARTERIAL * LOCAL INTERSECTION 5CALE: I"= 3'- 0" �0Mai w to P7 ENEER. 5POT G" X 8" X I G" ACCENT CONCRETE BLOCK. COLOR: SLATE (SPECIAL ORDER). TOP TWO COUR5E5. SECOND COUR5E ALTERNATE WITH THE RE5T OF THE WALL. 4" THICK POUR IN PLACE CONCRETE WALL CAP.. COLOR: FRENCH GRAY. DRADO STONE EER CLIF5TONE. _OR: CAMBRIA. " WIDE PRECA5T CONCRETE SILL HAMFER EDGES TO FORM FRAME. ENGRAVED THE 15" HIGH LEI I ER5. COLOR: PER OWNER. TO ENGINEERING DRAWING FOR EXACT 51ZE OF CONCRETE FOOTING AND REBAR SECTION B -B G" X 8" X I G" CONCRETE BLOCK. COLOR: CHAMPAGNE. SCALE: I"= 3'- 0" TYPICAL WAIL ELEVATION G" X 8" X I G" ACCENT CONCRETE BLOCK. COLOR: 5LATE (5PECIAL ORDER). TOP TWO COURSES. SECOND COURSE ALTERNATE WITH THE RE5T OF THE WALL. /,,I -�Zd -/3 611;- b Nt m V) z 0 V) LA w F- -CD �n Of O F ^� MMM 'W V � W� r 0 o N t I ­'t� *'t7