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HomeMy WebLinkAbout1.4-6757 Record DrawingGENERAL STRUCTURAL NOTES GENERAL A. All work shall be performed in accordance with applicable sections of the California Building Code (CBC). Current Edition. FOUNDATIONS A. For allowable soil bearing values refer to the Soil Engineers, Inc. Preliminary Soils Report No. 04-10923, dated 10-21-04. CONCRETE A. Materials: 1. Reinforcing: Deformed ASTM A615, Grade 40. 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 Wall: 1. Class "B" Concrete, 2500 PSI ® 28 Days. 2. 5.0 Sacks of Cement (min) per Cubic Yard. 3. 1 1/2" Aggregate (max). 4. 4" Slump (max). C. Admixtures: Only as approved by the Engineer. MASONRY A. Materials: 1. Concrete Block Masonry Units: ASTM C-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 ® 7 days and 1800 PSI ® 28 days. C. Grout: 1. Strength: 1500 PSI ® 7 days and 2500 PSI CSD 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 MAM 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 STINE 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. ELEVATION = 343.30 (U.S.G.S. DATUM NAVD 88) i i BASIS OF BEARING THE BEARING OF N89'04'33"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 I THE BASIS OF BEARINGS HEREON. R LEGEND. ABBREVIATIONS f- rn 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 g EXISTING GROUND CONTOUR FP 347.90 PROPOSED PAD ELEV. #4 VERT. BAR AT 32" O.C. Q 61 PROPOSED GUTTER FLOWUNE ELEV. 36 PROPOSED LANDSCAPE ELEV. FG 6"x 8"x 16" CONCRETE BLOCK 36 PROPOSED FINISHED GRADE 0.31.E DIRECTION AND PERCENT OF SLOPE 10 10 FOR DRAINAGE CURB AND GUTTE EXIST. CURB AND GUTTER CENTERUNE OF STREET PROPERTY LINE / RIGHT-OF-WAY - - - - - - - - - - - PAD COMPACTION LIMITS _ 0 STORM DRAIN TRACT BOUNDARY TYPE "A" CATCH BASIN WITH 3.5' WIDE PHASE BOUNDARY OPENING UNLESS OTHERWSE NOTED LIMITS OF GRADING OUTSIDE A OF THE TRACT BOUNDARY - - - - SECTION LINE GENERAL NOTES 1. WALL BLOCK TYPE: MORTARED 6"x 8"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" 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" :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. 12. BLOCK COLOR SHALL BE UNIFORM IN TEXTURE AND COLOR. 13. CONTRACTOR SHALL VERIFY LOCATION OF UTILITIES PRIOR TO COMMENCEMENT OF WORK AND NOTIFY ENGINEER IF CONFLICT WITH UTILITIES EXIST. CONTRACTOR SHALL BE RESPONSIBLE FOR 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 BAKERSFIELD PUBLIC WORKS DEPT. FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED STREET RIGHT-OF-WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT, A DEPOSIT BASED UPON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE RIGHT-OF-WAY AND INSURANCE SHALL BE POSTED PRIOR TO ISSUANCE OF THE PERMIT. VESTING ILNIAIIV TRACT NO. 6753 SCALE: 1"-200' P/L #4 CONT. IN BOND BEAM 2" w f- rn (12" FROM TOP OF WALL) LOT SIDE -� Q 0 w � �- W 0 g W z 1j Z #4 VERT. BAR AT 32" O.C. Q W GROUT SOLID ALL CAVITIES (CENTERED IN WALL) 0 - 6"x 8"x 16" CONCRETE BLOCK (30" MIN. LAP SPLICES) o I (CENTERED 0 W I 6"x 8"x 16" CONCRETE BLOCK 10 10 W LL - 00 0 4, O W 0 tL o '� = J #4 CONT. IN BOND BEAM 10 2 ao J (AT MID HEIGHT) 00 I 3 STREET SIDE V #4 "L" BAR AT 32" O.C. '� w �- TO 40" ABOVE TOP OF FTG. w twn (30" MIN. LAP SPLICES) I Q STREET SIDE--,--' #5 "L" BAR AT 32" O.C. w Q 3 SEALANT TO BE APPLIED TO 80" ABOVE TOP OF FTG. > 0,1 OR 2 EA 8"x 8"x 16" CONCRETE BLOCK BY WALL CONTRACTOR (30" MIN. LAP SPLICES) (SEE WALL PROFILE) 2% r1 4 X X (SEE WALL PROFILE) 2W < a0 m4 2b GRADE 11 Io 11" uo 10LANDSCAPE �.r. N VARIES (6" MIN) . ;- ,;., �- •` #4 BAR ® 32" O.C. O 23'4" TO BE APPLIED 14" 14' (SEE WALL PROFILE) LANDSCAPE GRADE 3 EA. #4 BAR CONTINUOUS 3"x 3"x 3" CONCRETE BLOCK VARIES (6" MIN) CHAIRS SHALL BE USED TO ' •' #4 BAR ® 32" O.C. PLACE FOOTING RE -BAR 30" o 04 � v WALL SECTION 1 N.T.S. 3 EA. #4 BAR CONTINUOUS L- ©SHEET NO. INDEX VESTING TENTATIVE P/L YL.7J 1JyL7 1 LJy1HJ JVL TRACT NO. 6491 #4 CONT. IN BOND BEAM �- 2" W f- rn (12" FROM TOP OF WALL) LOT SIDE -� Q 0 w � �- m» 0 g W z 1j Z Q Q W GROUT SOLID ALL CAVITIES #4 VERT. BAR AT 32" O.C. Z IN WALL) 2 Q - GROUT SOLID ALL CAVITIES #4 VERT. BAR AT 32" O.C. Z (CENTERED IN WALL) (CENTERED . 6"x 8"x 16" CONCRETE BLOCK (30" MIN. LAP SPLICES)0 6"x 8"x 16" CONCRETE BLOCK 1 4, O W O o '� 0 _ 0 ~ #4 CONT. IN BOND ftEkt I = 10 2 op (AT MID HEIGHT) 0 1 Q STREET SIDE--,-.., #4 "L" BAR AT 32" O.C. ir w 3 W �- TO 56" ABOVE TOP OF FTG. to (30" MIN. LAP SPLICES) I tW/J STREET SIDE--,--' #5 "L" BAR AT 32" O.C. w Q 3 �-- TO 80" ABOVE TOP OF FTG. Wz (30" MIN. LAP SPLICES) 3 OR 4 EA 8"x 8"x 16" CONCRETE BLOCK SEALANT TO BE APPLIED Q - (SEE WALL PROFILE) BY WALL CONTRACTOR M d Q a0 NEATLY GROUT CAVITY C-0 2% a ­7373SEALANT 23'4" TO BE APPLIED 14" 14' (SEE WALL PROFILE) LANDSCAPE GRADE BY WALL CONTRACTOR VARIES (6" MIN) NEATLY GROUT CAVITY ' •' #4 BAR ® 32" O.C. 2% 0 o 04 � v 3 EA. #4 BAR CONTINUOUS L- 3"x 3"x 3" CONCRETE BLOCK 16" CHAIRS SHALL BE USED TO PLACE FOOTING RE -BAR tz P/L WALL SECTION 2 - N.T.S. #4 CONT. IN BOND BEAM 2" W (12" FROM TOP OF WALL) LOT SIDE -� WALL SECTION 2 N.T.S. CITY OF BAKERSFIELD KERN COUNTY H I H WALL PLAN 0 y G7 itil � LD O� C; r. z r co - D 0 TRACT 6757 UNIT, Sz 1-5 CALIFORNIA VI LI IN I I T M /Ar 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. 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 /pIGN CRITERIA SHALL BE CORRECTED DL))R+N-Q, CONSTRUCTION. APPROVED BY: ROGER A. McINTOSH R.C.E. 33322 DATE EXP. 6-30-08 APPROVED BY: RAUL M. ROJAS PUBLIC WORKS DIRECTOR DATE R.C.E. 39880 EXP. 12-31-07 REVIEWED BY: ql. o A5J4c 00L VIEWED BY: ASSISTANT PUBLIC WORKS DIRECTOR GINEER 10 ^ Qq x No. �� 1 1 xp. `rT9 CIV TFOFCA��� a -of k�, M)EX M N �l7' BOO f- rn o Q 0 w � OZtJ0 m» 0 g z 1j Z Q Q W GROUT SOLID ALL CAVITIES #4 VERT. BAR AT 32" O.C. Z IN WALL) 2 O - U U (CENTERED Uj 00 0 6"x 8"x 16" CONCRETE BLOCK (30" MIN. LAP SPLICES) .I 4, o L W 0 o w J E r 10 w m O ff _ Q M a #4 CONT. IN BOND BEAM-� :2 O (AT MID HEIGHT) 0 I Q STREET SIDE--,--' #5 "L" BAR AT 32" O.C. w o 3 �-- TO 80" ABOVE TOP OF FTG. W (30" MIN. LAP SPLICES) z w twit C-0 a ­7373SEALANT 5 OR 7 EA 8"x 8"x 16" CONCRETE BLOCK TO BE APPLIED > <b <4 (SEE WALL PROFILE) BY WALL CONTRACTOR NEATLY GROUT CAVITY o 2% 0 o 04 � v L- 16" 16" LANDSCAPE GRADE tz VARIES (6" MIN) •,. . ;- tV m ,.l ...•.. #4 BAR ® 32" O.C. o F 3 EA. #4 BAR CONTINUOUS 3"x 3"x 3"` CONCRETE BLOCK i CHAIRS SHALL BE USED TO WcoV) PLACE FOOTING RE -BAR 40" WALL SECTION 2 N.T.S. CITY OF BAKERSFIELD KERN COUNTY H I H WALL PLAN 0 y G7 itil � LD O� C; r. z r co - D 0 TRACT 6757 UNIT, Sz 1-5 CALIFORNIA VI LI IN I I T M /Ar 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. 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 /pIGN CRITERIA SHALL BE CORRECTED DL))R+N-Q, CONSTRUCTION. APPROVED BY: ROGER A. McINTOSH R.C.E. 33322 DATE EXP. 6-30-08 APPROVED BY: RAUL M. ROJAS PUBLIC WORKS DIRECTOR DATE R.C.E. 39880 EXP. 12-31-07 REVIEWED BY: ql. o A5J4c 00L VIEWED BY: ASSISTANT PUBLIC WORKS DIRECTOR GINEER 10 ^ Qq x No. �� 1 1 xp. `rT9 CIV TFOFCA��� a -of k�, M)EX M N �l7' BOO f- rn o Q 0 o � OZtJ0 m» Utrdt g z 1j Z Q W O J QLLJ �I U U Uj 00 0 4, o L 0 O to J N tY r m w m o a' Q M Q o W v 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) biA 1.._;.fl:. 4. ASHE ROAD fl, I N RIDGE DRIVE 5. MOUNTAIN 6. WALL qF-7ThI(-S b� �l7' BOO "Vv N V W m» S 3 � 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) biA 1.._;.fl:. 4. ASHE ROAD fl, I N RIDGE DRIVE 5. MOUNTAIN 6. WALL qF-7ThI(-S W W W W m» 3 � 0 �o W O U 4, 0 J I Q Elf a' Q z C-0 0 L- tz U) m o F i WcoV) w w 00 U U C6 06 00 U C3 oW li 4,CY W ^0 0 r a o a CN CID r 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) biA 1.._;.fl:. 4. ASHE ROAD fl, I N RIDGE DRIVE 5. MOUNTAIN 6. WALL qF-7ThI(-S W W W W 3 � 0 �o W O U 0 0 0 J Q a' 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) biA 1.._;.fl:. 4. ASHE ROAD fl, I N RIDGE DRIVE 5. MOUNTAIN 6. WALL qF-7ThI(-S W W 0 �_ _ � ... _ � ��. _ u_ f_ _ . W'N or QLLJ o3 I I I I I 1 1 Lt!J I I 10 Yo � Ma i 1 I I J -3 Q -'- - -.. - - - - - - _. - - - _ - w1_Lc,, -----------_._.-....._...----.-- ----- .--35a.10FE�}a.38H y�i 01 __.09 -- - - _ - - - �., - - - 35 a.5 F-- --�-- --�_ / h I z _ ----_ _-- _-- _ 0.20% ----------.----- 351_1 F- 0026%D -- - - - - - - - - - - - - - - - 22 0023+00 24+00 I 25+00 26+00I MATCH LINE 27+00 28+00 STA. 22+00.00 C.L. S S G� g Op L, �- s� - - �a d� I S89'02'46"E 484.51' II I II II l� 0 L1 'I N p 1 FP 352.0 I ' i Lj I J 45 I J cmo .J -J I 441 I W FP 350.5 43 1 42 1 41 03: 1 FP. 350.8 ' N i fP 351.1 FP 351.4 I FP- 351.7 o o COOCOO +} w NN I I I I C� J �O ' J ++ Q (nCn Q N(% J +} fP 353.4 = NN v o Va Z I � �I �� I I UNIT 3 � I I - - � f0 = _OJ• I UNE TABLE II I II II l� 0 L1 40 139 1 FP 352.0 I 06 FP 352.2 II I S44'02'47"E J cmo .J C33 UT' C33 I _ NN ^d poI Z 0000 t- O Z d st 00. O O)CA Z toll Cl O +}I COOCOO +} w NN J NN NN C� J �O Q NN Q (nCn Q N(% J +} fP 353.4 3:: NN v o Va Z z NV) W m 2 +00 30+00 Q co s� S S OF SIGHT 350 38 0- 5p 450' LINE d o, O (Q II �I 38 ~ � o 06 o cO J fJP 3522 O -' v3 cU3 JJ Q I -N r1n U3 r- to NN r- c-4 Z to 00 Z MF7 F--toO nm CAO) trill �^ a +}JNN JNN NN Q F- N q 1Q v)cn H� NN 41 4141 41 37 f 352.0 36 FP- 3520 31+00 32+00 33+00 34+00 35+00 36+00 -S---S- G� .,Gn Fl 351 34 1 fP 352.2 I I 1 I I fP 352.4 i i I I 33 ' 32 31 1 30 29 I I FP. 352.6 � i I fP 352.8 I fP 352.9 I f7P 353.1 fP 353.3 I UNIT 3 Mc KEE ROAD (STA. 30+00.00 TO STA. 36+45.99) PLAN VIEW SCALE: 1" = 50' UNE TABLE UNE LENGTH BEARING L1 13.78' S86'22'17"E L2 24.75' S44'02'47"E L3 15.00' N00'57'13'E L4 24.75' N45"57'13'E L5 33.74' S44'1 6'23"E V) 1(= 36 FP- 3520 31+00 32+00 33+00 34+00 35+00 36+00 -S---S- G� .,Gn Fl 351 34 1 fP 352.2 I I 1 I I fP 352.4 i i I I 33 ' 32 31 1 30 29 I I FP. 352.6 � i I fP 352.8 I fP 352.9 I f7P 353.1 fP 353.3 I UNIT 3 Mc KEE ROAD (STA. 30+00.00 TO STA. 36+45.99) PLAN VIEW SCALE: 1" = 50' NOTE: ALL STATIONS AND OFFSETS ARE SET FROM PROPERTY LINE UNLESS OTHERWISE NOTED. SEE DETAILS FOR LOCATION OF WALL. R/W P/L 14' 11' 3' 8' 6' I I QLANDSCAPE- AREA ANDSCAP AREA o Lam' Uj O I 1 O Qct Q 2% 21 M F 4:1 MAX SIDEWALK A TYPICAL SECTION 3 SEE SHEET 1 FOR WALL SECTION DETAILS 0 n� O O_ O � � z! w w Y I � O $ _1 \ d(3` \ o rnF, \ 28t _ WLO'4-M \ \ V) 1(= M M z ad fP 353.4 C=o N N v z : co 0 C> M - - � f0 = _OJ• Z fid' nti W� D N d + } J YJ SEE SHEET 5 W tc) Lo F-- a U Q m3 :m3 V) J CDLJ MM COLO Z `ass 1�9 MM ton Q NN Lo Lopoop COCO rnO }} }} wV) torn tncc MM MM j:�� cnu) rnu) NOTE: ALL STATIONS AND OFFSETS ARE SET FROM PROPERTY LINE UNLESS OTHERWISE NOTED. SEE DETAILS FOR LOCATION OF WALL. R/W P/L 14' 11' 3' 8' 6' I I QLANDSCAPE- AREA ANDSCAP AREA o Lam' Uj O I 1 O Qct Q 2% 21 M F 4:1 MAX SIDEWALK A TYPICAL SECTION 3 SEE SHEET 1 FOR WALL SECTION DETAILS 0 n� O O_ O � � z! w w Y I � O $ _1 \ d(3` \ rnF, \ _ WLO'4-M \ \ V) - - - d' coo coo M M z ad C=o N N 3� 5 z : co 0 C> M - - � f0 = _OJ• 2 o, lie ii fill I i it AIN RIDGE DRIVE' ` SEE SHEET 5 NOTE: ALL STATIONS AND OFFSETS ARE SET FROM PROPERTY LINE UNLESS OTHERWISE NOTED. SEE DETAILS FOR LOCATION OF WALL. R/W P/L 14' 11' 3' 8' 6' I I QLANDSCAPE- AREA ANDSCAP AREA o Lam' Uj O I 1 O Qct Q 2% 21 M F 4:1 MAX SIDEWALK A TYPICAL SECTION 3 SEE SHEET 1 FOR WALL SECTION DETAILS VLF\1. 1 � J oql?_7711�, A SjjC: u ,#JLj V/ V q�FOF CA1\F�4 oc --os-,(.f Mc KC_j O -j LY -PROPOSED BLOCKWALL lZ1ili(jr-1Li1Z0� T6" MINIMUM 9 Ex `,3U 1 t �5�41 r :•`i�'+r Foss rj ' ; r I h� $ V) z 2 _ V) `ass 1�9 �h0S=0% S=0% wV) S=0. of F - w w 35811 C, F- C, Q z om N 358 5h6 0 (U CO Ls f- > m w Z3 = 0.2 ° W O C3 F- a � o 0 to^ 306` 356 N LANDSCAPE I ^ 00 r , o I o I i� FINISH GRAD 354 co 00 PAD FINISH TOP DF Ili - --- - - _ PAD 8"BOCK ;352 . --- - - 1 352 % -07. 350 777,7777 S= .25% El 0- - 350 - - - - - - - S 0% S = 0. 3�,.g TOP 0 FOOTI G 3,4g 22 + + + + + + CO n N co to O K) co O N to M M 1") M M M M M W W W W UJ LLJ >: >;J J W 23+0 2/ 00 28+00 W W Q W m W W M to N O O t0 CA O) Y a 0 WO OM OM M M M M MO M M M M MO Q O WO 00 ?i O to F, W O O 0- O w _ O in O O O O O � � � OO c+-O O YZ cOcO ~Z =_ Q d- W w = Co M to M m In M to MM to to to to m to M M M M Mrv) m to M CO cd N N co 0O - - N N WHO r =O N N j j LLJ O j aW >:>: j j j j j j L'i O j aW M M O sF- CL m w to to N W M M Oto =N C.) W �J W J Q'J WW JJ W W W W WW J J J J JJ (If _j MM M wJ MM �J pU' UC? O Cp F- ¢ a W W U' W W W W W W W W W C7 W W Q Q W Q Q Z QQ t" -Z ++ Oi c 0 � d' N N tj tj 1 1- N N N N N (U9 a N N � a M M w0 io F- N 00 � O O m F- to 00 H N n 000 O+ ZOO) Oa. 00 ZN M JtM 0ILO 0N00N0 O+ O+ Z,V3 O+ - Fa- F N a. 0+ O co + co ++ � J } Q+ ++ N N W W NN N 3 N N w N NN w N F-F-ZFa- ZH Z ZFa- W H ZCD V) NN Q(n QN F -Fa -Fa- tnIV) N ZH Zia- FHH QN W O mN QO N(n(n F- Q(n xs 538.04 LF WALL SECTION 1 811.81 LF WALL SECTION 1 "a A- E 6-3 1 WALL PROFILE ts� vlti \� q�F©F � w Ngo= 6 3 2 SCALE: HORZ. 1" = 50' CA�.1 G VLF\1. 1 � J oql?_7711�, A SjjC: u ,#JLj V/ V q�FOF CA1\F�4 oc --os-,(.f Mc KC_j O -j LY -PROPOSED BLOCKWALL lZ1ili(jr-1Li1Z0� T6" MINIMUM 9 Ex `,3U 1 t �5�41 r :•`i�'+r Foss rj ' ; r I �( L] -- +75 7 1/`J V) z 2 V) wV) of F - w w C, F- C, Q z om N 0 (U CO Ls f- > m w Z3 W O C3 F- a � o 0 to^ �( L] -- +75 7 1/`J :J JQ i3 Q LOW)c33 �0 J 0++ 0_ +t Q J NN NO O)O J �0)) a 00 00 MM J ^� Z 0O 000 �O W303O++ w MM W MM O ++ J Lf)- J N -i<++ MC. QQ CD Q Z IIQ-tQ-rn Q ++ ) 1 1 1 1 W NN 3 NN Q NN OYSTER WAY m N Q NN Q NN Q (nN ZLo Ln �N� 33 1 1 37 I 38 I 39 V)U) W �� W � 27 ` ui Ln ro QQ FP 349.5 34 35 36 FP 350.4 41 28 m cnc~n / FP 349.7 FP 350.4 ti `♦ 1 a N En I 7 I FP 349.8 I FP 350.0 ( FP 350.2 I ( 1400 �`ti I fP 351.0 1 FP 353.4 1 , fP 353.4 �S 1 �� I I I I IFP 350.7 \'` I �s�� �� r fP 351.2 ' N00'30'00"E N00'30'00'E � 0 � 61. 4' � 519.77' -_.4444-- �..� 454 Or- SICHT OF SIGHT j -- Q ----0 fvf�--� -- m 450' LINE _s s—S S S S______�—c s N s s S s. 24+00 25+00 26+00 27+00 28+00 29+00 0+00 N00'30'00"E 31+00 32+00 33+00 34+00 35+00 Q cfl I - --- - - - - --- -...0 �-- 0�- - - -- - - 4444_ --- -- ---- -_ -- _----- 4444 - - _ - -- _ _ - -- _ --_ - _ -- _ - - _---_ _ --- _ - --- - -_ - - - - _---_ 4444 _- _ - _ _- -- - - - _- 4444- _ - --_ _ - _ -_ _ - - - - - _ -_ - _ - -- - - _--gym ..— — — — — — — — — � .— -._ -� __ _. _._ �_ .__ — ..� ._..- _. \ / � �_ �.- ._- _.._ .— .__—�—�5... �^ +-+� ��•...�'�- � —. _.._ ...._ ....- ...'^-�.. �.._� -.� _.._ ._ ..... �... -- �._ V. J _... �_ ..��.. �.. �. __ ��5� �... _. -.- .-.� —...— � � ._.� .�. �. �. y_ � —..—�....2� � ���=u_�•_—C.-��-� p .�- _— -_. _- ..� ._..-Z^�..-L.. � » .-....._� ..� _. -� �_Z ..._ � _.� �._ __ __ —__ ._ � Z.. �..._� _. •— _. _: i. �_ — .-._= — .�.. �_� ....� L..""3.._—.�.T.:�� 4 63467 u o i t , Np7 7 I I I r w I + t I i i 76 �'► '' , 91� ' 93 90 97 98 99 94 95 ' 100 101 a III till , z ► WHITE WHEAT AVENUE o W Vv CD IDC) z 00 0 la- cjN z o �F- F- m U)cn 360 358 356 354 352 350 348 �. i MOUNTAIN RIDGE DRIVE PLAN VIEW SCALE: 1" = 50' N OTE: ALL STATIONS AND OFFSETS ARE SET FROM PROPERTY LINE UNLESS OTHERWISE NOTED. SEE DETAILS FOR LOCATION OF WALL. 41 ,.h9/ II � mr O ujO N <a Mc KEE ROAD o SEE SHEET 3 W= z W H YLu Vz z w C3 V� > U O W *M\ �� Z + coo coo r Ld cr_ C-_41 v~) V) c" U 36+00 1 �I R/W P/L LENGTH R/W P/(_ 24.75' N4416'24"W 74' 15.00' N89'02'47"W 74' 24.75' N45'43'36"E L4 11' 3' N03106'29"E L5 11' 3' 1 S44'16'23"E 81 6 , , 1 , 0 , 8 6 PROPOSED PROPOSED QLANDSCAP BLOCKWALL Q LANDSCAP I BLOCKWALL AREA AREA p �2" Y p 12„ Y� Q� O m Y 1 !jS6)p 1 I O Ql p W Y 1 U 12' wU) Q m PAD ELEVA77ONmSc'Q9q2 1 0 �y0 F ?q _ 2 M 4:1 MAX 4:1 MAX S 0% 2 1 PAD ELEVA 77ON w � 61 r6" MINIMUM C) O F- SIDEWALK SIDEWALK V Q A TYPICAL SECTION _rB \ TYPICAL SECTION 1 OD Z U) N 1 S = SEE SHEET 1 FOR WALL SECTION DETAILS SEE SHEET 1 FOR WALL SECTION DETAILS O X07 _ dz/x 6 �h9h 41 ,.h9/ II � mr O ujO N <a Mc KEE ROAD o SEE SHEET 3 W= z W H YLu Vz z w C3 V� > U O W *M\ �� Z + coo coo r Ld cr_ C-_41 v~) V) c" U 36+00 1 �I 2QA UNE TABLE LINE LENGTH BEARING L1 24.75' N4416'24"W L2 15.00' N89'02'47"W L3 24.75' N45'43'36"E L4 10.32' N03106'29"E L5 1 33.74' 1 S44'16'23"E 2QA WALL PROFILE SCALE: HORZ. 1" = 50' VERT. 1" = 5' M12711k Q sum l CiVI\- �P gr�4F CA�5O�� ®G -rt3 -� MC -E E oNLY z O - --- wU) �y1 1 �y0 z S 0% w � 61 0� C) O F- V Q OD Z U) N S = 0% O S = 0%• � O W )_ F- m 00 �y1 >. m w N yh1 n � H O O O n O 358 Co r- 1 'co i_ co i� I = v co I m 1 354 8" BLOCK - --- -- --- -- --- - --- -- --- -- LA DSCAP r FINIS -- GR 4DE -- _._ - -- - -- - -- - -- - -- -- - -- - -- - _ _. PAD 710,352 - ---- --- - -- - -- - -- - -- -- -� S - 0° = 0% FLOWLI E - --- --'- -- --- — --- -- s - --- -- _. _.._.. - - - - - - - - - - - 350 --� 4444 -- �- TOP O FOOTING LO LINE --- - -- = S 0 V. FI ISH S 0 1 1 1 1 1 1 PAD 348 346 F + + + + + + u + co co 0 O1� n M M O O n r- O O O O 0 Oco co to cp 0 O O co co M M co Lq� 0 0 c0 co M M O O c0 c0 O O O0! O) M to u')Lo to O) O) O) )n W[ N N IJ•) ' a) 0) Oi O O �- cO O O _: io O Co O GV N .- J J d 0• to iA IA sA to to tfJ m to to iA t!') cO �1•J tf) to M M Q M M M M M M M M M M M M M M M M M M M ffl M M M M M M M M �' j » » » » `a. >: � > > > » il-JWW W W > > > >: » > i : J J 1 J WW J J WW WW J J J J WW J J W W WW J J J J J J J J W W J J WW J W WW J J J J WW WW J J J J W W 0 W WW W W wW WW (nWW W W W W W W W W -J W W J Q W W W W W W W co 00 do 00 00 ► We Lo 0 0 3 00 00 M V Ld V ^ 00 00 00 00 ANN �O O �0d. 00 �N �i� pp �yO 00 W�f-H Q J 00 J O O I- r cp co a0 00 M M cV cV N N ZOO Z O J ui Z co co Z � to 00 Lo Z Lo co co O co O Ci 1- 0000 d' � CV cV 0000 N N W Z 2 2 N N � Q+ ++ ++ ++ ++ J Cr) N N M- 0- d++ n+ J+ Q+ O+ ++ O+O+ C14 N +-1- a-+ ++ ++ ++ U)(LL MM 0404 to u') ^� 0 3N 0 OM W) N =ZM N N N N N N N N w00) W0 N N N N WM MM WM WM MM MM MM MM =4J OM0'w �c�¢ Z-5 Q wdd w¢d CL 00'00 _j mad �a oa �a �a ��JQd �Q�¢ Z z �,.J ada �°JdnJada�J¢a Wawa __j Q + + r, 0 W F- 7 m N 1- f- f- cn N (n !- f- i- 1- I- 1- to N N In N (n 1- i- 1- N cn cn 1- 1- I- Z r- W 1- Z F- t- t- 1- Z F- Z t- Q cn v) Q (n W (n m aJ Q cn N (n N Q U) Q cn (~n N U) 1- f- h- t- 1- k- F H I- 1- !- N cn cn N N cn cn N cn N (n - Z Q co M N N 661.29 LF WALL SECTION 1 569.84 LF WALL SEC11ON 1 �s ;.. N( 3, PFS O. ct 33 �� N. Ariel y. � cm\- cC enc 3332 �. �� c F�L1R A4 WALL PROFILE SCALE: HORZ. 1" = 50' VERT. 1" = 5' M12711k Q sum l CiVI\- �P gr�4F CA�5O�� ®G -rt3 -� MC -E E oNLY z O wU) z w � LLJ C) O F- V Q OD Z U) N O V � O W )_ F- m >. m w N n � H O O O n O Co r- ENGRAVED THE 15" HIGH LETTERS. COLOR: PER OWNER. 4" THICK FOUR IN PLACE CONCRETE WALL CAP. 4" THICK FOUR IN PLACE COLOR: FRENCH GRAY. CONCRETE WALL CAP.. COLOR: FRENCH GRAY. 2' c B � - �77 � a - T -7 7 -yr 2-7 ELDORADO STONE VENEER CLIf5TONE. COLOR: CAMBRIA. 3" WIDE PRECAST CONCRETE SILL CHAMFER EDGES TO FORM FRAME. 2" X 4" X 8" BRICK VENEER. COLOR: DARK IRON SPOT TO ACT AS QUOINS. G" X 8" X 16" ACCENT CONCRETE BLOCK. COLOR: SLATE (SPECIAL ORDER). TOP TWO COURSES. SECOND COURSE ALTERNATE WITH THE REST Of THE WALL. 00 so 32.15' ■ 3' APRECAST CONCRETE. G" X 8" X I G" CONCRETE BLOCK. COLOR: CHAMPAGNE. CORNER MONUMENT ELEVATION rA-" COLLECTOR/ARTERIAL * LOCAL INTERSECTION R SCALE: I"= 3'- 0" 1 32" 1 24,75' * PA * 33.74' 0 MCKEE & MOUNTAIN RIDGE CORNER MONUMENT PLAN VIEW. COLLECTOR/ARTERIAL * LOCAL INTERSECTION SCALE: I"= 3'- 0" 4" THICK FOUR IN PLACE CONCRETE WALL CAP.. COLOR: FRENCH GRAY. DRADO STONE EER CLIf5TONE. _OR: CAMBRIA. 'WIDE PRECAST CONCRETE SILL HAMfER EDGES TO FORM FRAME. ENGRAVED THE 15" HIGH LETTERS. COLOR: PER OWNER. TO ENGINEERING DRAWING R EXACT SIZE OF CONCRETE FOOTING AND REBAR SECTION 13-13 G" V All V I r1l CONCRETE BLOCK. COLOR: CHAMPAGNE. TYPICAL WALL ELEVATION SCALE: I"= 3'- 0" G" X 8" X I G" ACCENT CONCRETE BLOCK. COLOR: SLATE (SPECIAL ORDER). TOP TWO COURSES. SECOND COURSE ALTERNATE WITH THE REST Of THE WALL. 01412711t, A swc- Doll tAtv,ff 0/iLy /,,I -A.0 -/J 6� v^ It q -(o 75 7 U) z 0 Ld it ca U, Of M mi c I- CD It q -(o 75 7