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Home My WebLink About1.4-7342 Ph 1 & 2GENERAL A. All work shall be performed in accordance with applicable sections of the California Building Code Current Edition - 2016. FOUNDATIONS A. For allowable soil bearing values refer to the Krdzan & Associates Soils Report KA No. 022-14137, Doted 7-29-14 & letter dated November 19, 2018, referncing CBC 2016. CONCRETE A. Materials: 1. Retnfor'eing: 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 MH x Design For Footings and Well Grouting: 1. Class "B" Concrete, 2500 PSI 0 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 60 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 W 28 days. 2. Concrete block masonry units shall be dry and clean before grouting operation. 3. "Wet -setting" of the first course of block will be allowed. NOTES 1. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION THE CITY CONSTRUCTION INSPECTION DEPARTMENT AND THE PARKS DEPARTMENT SHALL BE GIVEN 24 HOURS NOTICE. CITY CONST, INSPECTION DEPARTMENT 326-3049 PARKS DEPARTMENT 326-3117. GENERAL NOTES 1. BLOCK TYPE: MORTARED CONCRETE BLOCK SIZE WALL' 6"x 8"x 16" 8"x 8"x 16" AND 10"x 8"x 16" COLOR: STANDARD GREY PATTERN: RUNNING BOND 2. ALL STATIONING DATA WAS CALCULATED AT PROPERTY/ROW LINE. 3. HEIGHT OF WALL SHALL BE W -O" MIN, MEASURED FROM GROUND AT HIGHEST SIDE OF WALL FOR WALLS ALONG McCUTCHEN ROAD, HEIGHT OF WALL. SHALL BE 6'-0" MIN. MEASURED FROM GROUND AT HIGHEST SIDE OF WALL FOR WALLS ALONG MOUNTAIN RIDGE DRIVE. 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" 11/8". 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. 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 NflDTH 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 PiE 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 TO BE OWNED AND MAINTAINED BY CITY OF BAKERSFIELD. ( �>r�� PncHelc-oRO-AD PI®IV/ry VECI}-22 23 7�I I FAIRVIEW ROAD 90 CI TE' �� 2:T] 19 P21 2s o �$ Q26j 30 HE 2 a IT HOSKING � 35 �� McKEE ROAD �- I 3a .)33 T F ML G HWY. PUMPKIN ( �>r�� PncHelc-oRO-AD PI®IV/ry VECI}-22 23 7�I I FAIRVIEW ROAD 90 CI TE' �� 2:T] 19 P21 2s o �$ Q26j 30 HE 2 a IT HOSKING � 35 �� McKEE ROAD �- I 3a .)33 T F __�` G HWY. PUMPKIN LD g o 119 cURlaow� CENTER I_ SIt..1 Q n 8 �r I�9 11 If 10 vFi ar. II 12 I 7 VICINITY MAP NO SCALE KERNCITY OF BAKERSFIELD CALIFORNIA ra WALL CONSTRUPTION PLANS y`. I 1 I1-iL.. I F\VI V.]I_i` LtLV V(1 TYnI_L El DENOTES SHEET NUMBER FOR WALL KEY MAP SCALE: I" = 100' SHEET Tl TLE r ` _ 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 ENCOUNTERED DURING CONSTRUCTION ,,SSHALL. BE CORRECTED AND SUCH CORRECTIONS WILL BE REFLECTb/}N CORRECTED PLANS A. McINTOSH R.C.E. 33322 1 1� a} L j11 �Z S r- s` VEER � s APPROVED BY: NICOLAS FIDLER, PUBLIC WORKS DIRECTOR DATE R.C,E. NO. 61069' ' z O� Q� REVIEWED El STUART J. PATTESON, R.C,E. NO. 44898 DATE ASSISTANT PUBLIC WORKS DIRECTOR 17-7 --------- �f ( 2_3/1y REVIEWED BY: TRAFFIC ENGINEER DATE THE BEARING OF N 89'01'11" W SHOWN FOR THE SOUTH LINE OF THE SOUTHWEST QUARTER OF SECTION 27, T. 30 S., R. 27 E PER TRACT NO. 6332 FILED IN BOOK 57 OF MAPS, PG. 57 IN THE OFFICE OF KERN COUNTY SURVEYOR WAS USED ASTHE BASIS OF BEARINGS SHOWN HEREON. BENCHMARK USED: TOP OF CONCRETE MONUMENT IN LAMPHOLE AT THE CENTERLINE INTERSECTION OF McCUTCHEN ROAD AND MOUNTAIN RIDGE DRIVE. ELEVATION = 350.76' (U.S.G.S. DATUM) PER TRACT NO. 6332 PH. 1 MON. ELEVATION MAP A PORTION OF THE SOUTHWEST QUARTER OF SECTION 27, TOWNSHIP 30 SOUTH, RANGE 27 EAST, M.D.M., CITY OF BAKERSFIELD, COUNTY OF KERN, STATE OF CALIFORNIA. W, M: 1 1 11 KERN LAND PARTNERS, LLC 4927 CALLOWAY DR, STE 101 BAKERSFIELD, CA 93312 PH.: 661-679-6780 BLACK OPS REAL ESTATE, LLC 4927 CALLOWAY DR. STE 101 BAKERSFIELD, CA 93312 PH.: 661-679-6780 1. COVER SHEET 2 DETAILS 3. McCUTCHEN ROAD 4. MOUNTAIN RIDGE DRIVE 5, BRECCIA STREE'i & WEEPING ROCK WAY LIST OF MATERIALS BLOCK WALL LF 1893 a a Know what's below. Call before you dig. 'w, 3 1/2" x 2 3/16" x 11 1/2" RED BRICK SINGLE BULL NOSE L ON 3 1/2" x 2 3/16" x 7 1/2" L RED BRICK 3 5/8"x 7/16% 7 5/8" L RED BRICK VENEER 12'-0' 1 8"X 8"X 16" SMOOTH #4 VERTS. AT 32" O/C FACE CON C. BLOCK 10'x 8"x 16' BLOCK W/ 2 EA. A4 "L' BAR O PILASTER e' CONC. BLOCK ( Q (CENTERED IN WALL) 1/2' EXPANSION JOINT WITH CLOSED END BLOCK AT EXPANSION 1 SEE WALL STOCCO (SEE WALL ,.` JOINT, TERMINATE BOND BEAM STEEL. I rc SECTION 6) SECTIONS 1-5) #5 CONT. IN BOND BEAM O ALL FOOTING REBAR PER (AT MID HEIGHT) SEALANT TO A O 10'x 6"x 8' BLOCK W/ p4 "L' BAR 0 PILASTER e I STUCCO . APPLIED BY WALL - V7 w RESPECTIVE WALL SECTION ` 3 1/2"x 11 1/2° x 2 3/16" CONTRACTOR a O/ ---- SINGLE BULL NOSE ON I N E_ 6"x B"x 16" BLOCK /L (LOWER o� IRS) I SEALANT TO BE APPLIED 6"X 8"X 16" SMOOTH - - ---- - - 3 1/2" x 2 3/16" x 7 1/2° PLANTER _ _ _ O BY WALL CONTRACTOR 5" FACE CONC. BLOCK Q 3� RED BRICK W/ WHITE MORTAR 6'X 8'X 18" BLOCK a I 8° CONIC. BLOCK iN GRADE VARIES Wm (UPPER COURSES) m LN (6" MIN) 0 I�0 Iwo STUCCO o #4 BAR 0 32" O/C _-L--_--JI T a'U" JIT. A PLAN VIEW OF PLANTER AT 3- #4 CONT. RE -BAR 2 McCUTCHEN RD & BRECCIA WAY(EAST WATERPROOF SEAL BRICK VENEER 0 PILASTERS R 3"x 3"x 3" CONCRETE BLOCK 16 4°x B"x 16" BLOCK W/#4 "L" BAR EACH CELL 0 PILASTE McCUTCHEN RD & MOUNTAIN RIDGE DR. SECTION B R ® ■�� MOUNTAIN RIDGE DRIVE & WEEPING ROCK WAY (NORTH) 2 PLAN SECTION AT WALL AND PILASTER — WALL SECTIONS 1 — 5 N.T.S WALL SECTION 6 o z MOUNTAIN RIDGE DRIVE & WEEPING ROCK WAY (SOUTH) Y N. TS a memo0 PLANTER 2' FOOTING EASEMENT TO BE M H N.T.S m 2' FOOTING EASEMENT TO BE a O a I § 3 W o M R m 2.. DEDICATED WITH FINAL MAP o1wn� Nw 2„ DEDICATED WITH FINAL NAP 2' FOOTING EASEMENT TO BE 1 3 1/2'x 2RED iC/AP l 1F 3 1/2°x 2RED iCAAP P H 0 2" DEDICATED NLTH FINAL MAP BRICK BRICK N 7 3 5/RE 7 5/e" 3 5/RE v N ��Q a' 3 1/2°x 2 3/16°x 7.7/Y S < O RED BRICK VENEER BRICK NEER co 3� y-� U�ViF- ^ZW BRICK RED BRICK VENEER as c 010 H- J LL U J R c RED BRICK CAP W A5 CONT. BOND BEAM I04 W n #5 CONT. BOND BEAM R 3 5/ex 711ex 7 5/8° 1 48° MAX. SPACING 480 MAX SPACING (TYP.) RED BRICK VENEER I 2" 2' FOOTING EASEMENT TO BE 2" 2' FOOTING EASEMENT TO BE #5 CONT. BOND BEAM I I 3 2 3/16'x 1/2'x 7 1/2' DEDICATED 'NTH FINAL MAP 3 1 x x 2 7 118 2 32° / / / °---- GEOICATED PATH FINAL MAP 48" MAX. SPACING BRIG( CAP RED BRICK CEA' 6 °x8°xt6` CONCRETE BLOCKED /4 *VERT" BAR AT 16' O.C.O 6°x8°x16° CONCRETE BLDG( A5 'VERT BAR AT 8' O.C. 3 5/8°x 7/16°x 7 5/8' 3 5/8"x 7/16'x 7 5/8' (CENTERED IN WALL) "' (CENTERED IN WALL) w RED BRICK VENEER RED BRICK VENEER (MINIMUM LAP SPLICE 24') , O N AS CONT. BOND BEAM 48' MAX. SPACING (TYP.) (MINIMUM LAP SPLICE 25") CONT. BOND BEAM fly CONT. BOND BEAM o g o w 4e° MAX SPACING 48" MAX SPACING STUCCO 7Q I STUCCO STUCCO I I STUCCO > Q o K GROUT SOLID All CAVI 7-4' W 0 w 0 e`x8'x16" CONCRETE BLOCK #4 1° BART AT 16" D.C. g (CENTERED IN WALL) z V x STUCCO cO ti W s c� Q w J �- O v1 W s X '� g w J 6'xB'x16` CONCRETE BLOCK WALL SECTION: 'L" BAR AT 3Y O.C. —(CENTERED (�' ly VxIINIV CONCRETE am LOT SIDE g � N ly MINIMUM SPLICE 24" ¢ 45 CONT. BOND BEAM s m 2 ro c� z GROUT SOLD ALL CAVITIES IN WALL) a GROUT SOLID ALL CAVITIES a o (AT MID HEIGHT 'ol g a I 24° MIN. LAP SPUCE I O I 5E I 48' MAX. SPACING I I o o f ¢ I z x a w J F x w J CONT. BOND BEAM GO J w o 3 #5 CONT. BOND BEAM 3 A5 CONT. BOND BEAM �' w �- o CONT. BOND BEAM I w o (AT MID HEIGHT) O ¢ 3 I w 48` MAX. SPACING (TYP.) w (AT MID HEIGHT) o = - 0_ (AT MID HEIGHT) i - o_ 48' MAX. SPACING LOT SIDE w 0 i- GROUT SOLID ALL CAVITIES LOT SIDE o I w y LOT SIDE `? w rn 48' MAX. SPACING LOT SIDE to 0 48` MAX. SPACING 7'-4"& 8'-0' WALL o m w N a 3 aupyl `L' BAR AT 8' O.C. O 3 GROUT SOLID ALL CAVITIES 0° A4 'L' BAR AT i6° 0.C. A5 1" BAR AT 8' O.C. O w W T-4' & 8'-0' WALLW (CENTERED IN WALL) o 'µ SEALANT TO BE APPLIED STREET SIDE (CENTERED IN WALL) STREET SIDE ( (CENTBO IN WALL) B' -o' wal SECTION: ACI.°L' BAR AT 16' D.C. SEALANT TO BE APPLIED I N -1 4' MIN. LAP SPLICE N STREET SIDE BY WALL CONTRACTOR EXTEND 98° ABOVE FOOTING (EXTEND 48' ABOVE FOOTING) ((ENTERED IN WALE.) BY WALL CONTRACTOR i� N VERT. BAR AT 16' -n A5 CONT B01A BEAM. - I 24' MIN. LAP SPLICE I (CENTERED IN WALL)LANT To BE APPLIED 48' MAX SPACING NEARY (TROUT CAVITY 8°x8"x1C CONCRETE BLOCK I NEATLY GROUT CAVITY i 24° MIN. LAP SPLICEWALL CONTRACTOR FIRST COURSE IS TO CONSIST OF FIRST COURSE IS TO CONSISOF CDNL BOND REAM UNMORTARED HEADJOINTS 70 ALLOW#5 o _w A5 CONT. BOND BEAM -"''" '� STREET SIDE I UNMORTARED HEAD ANTS TO ALLOW STREET SI -FOR kF MAX. �AGNG DRAINAGE 3 E0. 8'x8'xi6' CONCRETE BLOCK _ I 48° MAX SPACING (TYP.)URSE SEALANT TO BE APPLIED r . FON DRAINAGE BY WALLT CON�ACTO2 o o v x aFIRST BY WALL CONTRACTOR b -I O°Wx16" CONCRETE BLO- -AREO IS TO CONSIST OF48` C01$RSE I TO CONBST :a. m FIRST COURSE IS TO CONSIST OF"4 I HE JON15 TO ALLOW2% I 8° MAX (8'-8°) 2% UNMONTARED HEAD JOINTS TO �' d- N M 2R UNMORTARED HEAD JONTS TO ALLOW < a 2R I 16° MAX (Y-4') NAGE7_1 18' MAX (B'-4') - ALLOW FOR DRAINAGE — '.22" FOR DRAINA(; _ 24' MAX (8-0')LANDSCAPE GRADE i6 1$ LANDSCAPE GRADE i6" 16" LANDSCAPE GRADE 20" ? T LANDSCAPE GRADE 12 12 LANDSCAPE GRADEVARIES (6" MIN) VARIES(6"MIN) VARIES (6" MIN) iv ^ VARIES (6' MIN) VARIES (6" MIN) 6" MIN. 3 EA BAR O 16.5" O.G AS N T" B 5 MIN 3 EA BAR O 16.5' O.C. A5 N 10.5" MIN. 4 EA `BARO 115° O.C. A5 N �" 8:5 MINI L` 3 EA. BAR 0 10.5° O.C. A5 N M 8" MIS (1 3 EA A5 BAR 0 10.5° O.C. ,. A4 BARO 32' O.C. - .. .,. #4 BAR 0 le O.C. — ... + — — , „ AS BAR O 32" 0.C.¢ — -1 BAR 0 3Y O.C. F _ BAR 0D.C. AH 32° 0 3 3„ 3,• 3,. 3'X3'%3' CONCRETE BLOCK 3'X3°%3° CONCRETE BLOCK YX3'X3' CONCRETE BLOCK 35(3'X3° CONCRETE BLOCK 3°X3°X3° CONCRETE BLOCK CHAIRS SHALL BE USED TO 42" CHAIRS SHALL BE USED TO 42" C14AIRS SHALL BE USED TO 50" CHAIRS SHALL BE USED TO 30" CHAIRS SHALL BE USED TO 38" PLACE FOOTING REBAR PLACE FOOTING REBAR PLACE FOOTING REBAR PLACE FOOTING REBAR PLACE FOOTING RMAR WALL SECTION 1 WALL SECTION 2 WALL SECTION 3 WALL SECTION 4 WALL SECTION 5 N.T.S. N.T.S. N.T.S. N.T.S. N.T.S. 3 1/2" x 2 3/16" x 11 1/2" RED BRICK SINGLE BULL NOSE L ON 3 1/2" x 2 3/16" x 7 1/2" L RED BRICK 3 5/8"x 7/16% 7 5/8" L RED BRICK VENEER 12'-0' 1 8"X 8"X 16" SMOOTH #4 VERTS. AT 32" O/C FACE CON C. BLOCK 10'x 8"x 16' BLOCK W/ 2 EA. A4 "L' BAR O PILASTER e' CONC. BLOCK ( Q (CENTERED IN WALL) 1/2' EXPANSION JOINT WITH CLOSED END BLOCK AT EXPANSION 1 SEE WALL STOCCO (SEE WALL ,.` JOINT, TERMINATE BOND BEAM STEEL. I rc SECTION 6) SECTIONS 1-5) #5 CONT. IN BOND BEAM O ALL FOOTING REBAR PER (AT MID HEIGHT) SEALANT TO A O 10'x 6"x 8' BLOCK W/ p4 "L' BAR 0 PILASTER e I STUCCO . APPLIED BY WALL - V7 w RESPECTIVE WALL SECTION ` 3 1/2"x 11 1/2° x 2 3/16" CONTRACTOR a O/ ---- SINGLE BULL NOSE ON I N E_ 6"x B"x 16" BLOCK /L (LOWER o� IRS) I SEALANT TO BE APPLIED 6"X 8"X 16" SMOOTH - - ---- - - 3 1/2" x 2 3/16" x 7 1/2° PLANTER _ _ _ O BY WALL CONTRACTOR 5" FACE CONC. BLOCK Q 3� RED BRICK W/ WHITE MORTAR 6'X 8'X 18" BLOCK a I 8° CONIC. BLOCK iN GRADE VARIES Wm (UPPER COURSES) m LN (6" MIN) 0 I�0 Iwo STUCCO o #4 BAR 0 32" O/C _-L--_--JI T a'U" JIT. A PLAN VIEW OF PLANTER AT 3- #4 CONT. RE -BAR 2 McCUTCHEN RD & BRECCIA WAY(EAST WATERPROOF SEAL BRICK VENEER 0 PILASTERS McCUTCHEN RD & BRECCIA WAY (WEST 3"x 3"x 3" CONCRETE BLOCK 16 4°x B"x 16" BLOCK W/#4 "L" BAR EACH CELL 0 PILASTE McCUTCHEN RD & MOUNTAIN RIDGE DR. SECTION B cSHALL BE USED TO PLLA ACEE SHALL E BAR ® ■�� MOUNTAIN RIDGE DRIVE & WEEPING ROCK WAY (NORTH) 2 PLAN SECTION AT WALL AND PILASTER — WALL SECTIONS 1 — 5 N.T.S WALL SECTION 6 o z MOUNTAIN RIDGE DRIVE & WEEPING ROCK WAY (SOUTH) Y N. TS a memo0 PLANTER M H N.T.S m 12" GOLD STAINLESS STEEL LETTERS PILASTERS TO MATCH WALLWITH DEVELOPMENT NAME '__l\ (BRUSH SCRIPT MT) NOTE: MONUMENT SIGNS TO BE APPROVED BY SEPARATE PERMIT THROUGH 44A4114 W6- DEPARTMENT. $'AIL,bW4 3/16"x 7 1/2" RED BRICK CAP 1 BRICK TRIM STUCCO TRACT 7342 RAISED STUCCO PLANTER ` ELEVATION OF SIGN PLANTER Ire' Glmi0AP RICK■�,11111�11111 ■ OOMM�� = imimm Mm mmmmlmmm� ■:mvmm 0 mmm�mmmmm � ... mm omm m== m.■�� amm�mmli3� (N.T.S) McCUTCHEN RD & BRECCIA WAY (EAST) McCUTCHEN RD & BRECCIA WAY (WEST) McCUTCHEN RD & MOUNTAIN RIDGE DR. MOUNTAIN RIDGE DRIVE & WEEPING ROCK WAY (NORTH) MOUNTAIN RIDGE DRIVE & WEEPING ROCK WAY (SOUTH) INSTALLATION REQUIREMENTS: STAINLESS STEEL WALL ANCHORS (1/4 X 2 1/2) MIN. MOUNTED TOP AND BOTTOM EVERY 6 INCHES FLUSH TO THE WALL WITH EPDXY AND SHALL HAVE NO VOIDS BETWEEN SINAGE AND WALL. r--7-- IPx 6'x le Q BLOq( 0 8" WALL PORTION 10'x 6'x 18' CONC BL(xK 0 8' WALL P vm 04 -L- BAR O EA. CORNER Em - 4"x FIN 16" GONG. BLOCK CORE 2•-0 r/ C+ 3 1/2"x 2 3/16"x 7 1/2 - VIA 1/2"x 2 3/16"x 7 1/2° RED BRICK ; - — - - —� RED BRICK WITH WHITE MORTAR WITH WHITE MORTAR MI 3 5/8"x 0 7/16"x 7 5/8" RED BRICK EI 5/8"x 7/16"x 7 VMI RED VENEER ON STREET SIDE BRICCK VEN ER WITH WHITE MORTAR i STREET SIDE STUCCO LOT SIDE 6"x 8"x 16" I CONCRETE BLOCK STUCCO I ON STREET SIDE 8"x 8"x 16" -- CONCRETE BLOCK STUCCO PROPERTY ON STREET SIDE 6°x 8"x 16" CONCRETE BLOCK WITH QIN LINE �� I g' (AS REQUIRED, PER PLAN) STUCCO ON STREET SIDE �-- STUCCO: BROWN COAT COLOR COAT OMEGA II BASE U2�-W SECTION D TYPICAL WALL ELEVATION — ALL STREETS 31/2"x 23/16°x 7 1/2" N.T.S 2 NOT TO SCALE RED BRICK WITH WHITE MORTAR 8"x B"x 16" CONCRETE BLOCK 3 1/2°x 2 3/16"x 7 1/2' RED BRICK CAP WITH MATCHING STUCCO ON STREET SIDE WITH WHITE MORTAR (LOWER COURSES, PER PLANS) 6'x 8"x i6" MORTARED CONCRETE BLOCK 3 5/8"x 7/16"x 7 5/6' RED BRICK 1/2° EXPANSION JOINT WITH MATCHING STUCCO ON STREET SIDE VENEER WITH WHITE MORTAR 3 1/2"x 2 3/16'x 7 1/2" (UPPER COURSES) RED BRICK VENEER SECTION C ANCHOR TIES TO GONG. 2 N.T.S dig. sA m N MW`+o N ® ■�� 0& o z Y V a memo0 M H n of m O ¢ a O a I § 3 W o M m w so o1wn� Nw m 1 l 1F P H 0 N 0 N v N ��Q a' x W S < O IA.0 co 3� y-� U�ViF- ^ZW as c 010 H- J LL U J c W I04 W n 370 368 366 364 362 360 358 356 354 352 350 348 346 344 342 340 338 336 m I I 1 � I ti 3 ago 26 1 25 I 24 23 zo+2' WALL FOOTING 1 c d EASEMENT TO BE DEDICATED WITH I w FINAL MAPS \ Ao. �2. 1 \`2_ - .10100 _ 11'00 12+00 BRECCIA STREET SEE SHEET 5 I 11 �- 11 � 11 I J o I m M m I o 0 I ti3 nn .% ?� 22 � X21 �� A9 20 -441 19 EASEMENT WOTI9E 181-1.11 .1 17 I c� '? ! `��ti Iwy i IIyyI c 1 W ++ odd (1.� mm air DEDICATED MTH [5-- 1 ` <+<d�' <' k$.6 FINAL MAP mm L `�S> 1 'd w y S� 9 M a) �`\• �C,� � `?Sjs ; `�'j> I i� O I a sA y z e _____G __________`�' — --_ ��9 3S>. _- �5 ___ yL5 —__ _fig __- --..,r�_ L MOUNTAIN RIDE DRIVE 2 WA FOOTING UNE BEARING DISTANCE L1 S 89'01'11' E 385.68' L2 0 29.70' SHEET 4 S 43'53'52' E 36.35' h I __. 18100 19+00 20±00 ■ 00 90.16' L6 S 89'53'16' E o++ _I L7 S 89101'11' E 304.08' I N 45'44'18' E 29.97' 4 J M0 n m j Q I \ U Z m p U K 4 y JQ Z 1 Q J k W U � 3 0 a w ro a a -I 00 m m m Q3 I ti3 ++ I I wl +16 15 13 12 g+ '+7 I a y;l I I r I1 AaN 1 1 a I I EASEMENT TO BEI DEDICATED WINw M FINAL MAP s > Is I to � IED _S89101111'E 13100. -1 100. __.._. I __... _-.. 15±00_ -_ I S89101'11'E 16100 17+00 1 McCUTCHEN ROAD STA. 9+63.08 C.L. TO 20+35.10 C.L. SCALE: 1" = 40' HORIZONTAL 1" = 4' VERTICAL LINE TABLE UNE BEARING DISTANCE L1 S 89'01'11' E 385.68' L2 0 29.70' LS S 43'53'52' E 36.35' h I __. 18100 19+00 20±00 ■ 00 90.16' L6 S 89'53'16' E o++ _I L7 S 89101'11' E 304.08' I LINE TABLE UNE BEARING DISTANCE L1 S 89'01'11' E 385.68' L2 N 45'58'49' E 29.70' LS S 43'53'52' E 36.35' L4 N BMW E 144.65'. L5 S 85'39'03' E 90.16' L6 S 89'53'16' E 22.66' L7 S 89101'11' E 304.08' LS N 45'44'18' E 29.97' CURVE TABLE CURVE I RADIUS I LENGTH I TANGENT I DELTA 9+50 10+00 11+00 12+00 5' TO 9.0' LANDSCAPE LOT TO BE DEDICATED WITH FINAL MAP 2' WALL FOOTING EASEMENT TO BE DEDICATED PER FINAL MAP 13+00 a CITY MAINTAINED/ _ CONCRETE BLOCK WALL 2% MRL 2' I 4:1 MAX I I PROPOSED CURB 3 GUTIER �1 McCUTCHEN RD. TYPICAL HALF SECTION 3 STATION 9+63.08 TO 17+09.41 C.L. NOBCALE 14+00 15+00 16+00 STA. 9+63.08 C.L. TO 20+35.10 C.L. SCALE: 1" = 40' HORIZONTAL 1" = 4' VERTICAL 17+00 18+00 19+00 20+00 LEGEND: ABBREVIATIONS FL FLOWUNE CL CENTWRUNE EG EASIING GRADE FG FINISHED GRADE GB GRADE WREAK LS LANDSCAPE ELEV ELEVATION EC END CURVE BC BEGIN CURVE TC TOP OF CURB PROPOSED WALL FUTURKT TER GN LET u SECTION UNE - t ` - > + �.. (. �" SECTION IS LOCATED TTY mogtbs APO. %F1 McCUTCHEN RD. TYPICAL HALF SECTION U STATION 17+09.41 TO 20+35.10 C.L. NO SCALE 370 368 366 364 362 360 358 356 354 352 350 348 346 344 342 340 338 336 21+00 i Know what's below. CaOC before you dig. k .w m I Z I V 4 M0 n m j Q I \ U Z m p U K 4 y Z 1 Q J k W U � 3 0 a w ro 00 m Q3 U P a r N O m 0 w J Ur N <z ¢w �,_j wW' Id w •I w ''�'�n w ;a,a = W m N ! -Q CO) V = V g _j O M m O m O m O m O m O c m O m O m 3 p y. o m y Vl O od w > > W O m j n n O E n a7' T m O ( m m m IA 3 «! a Y I Y a N m n m n M Ip o m a l o m CI K R' N Q ly 0 O a' M m 4' < m Y1 J J wJ m Y K Y ry N K K m" IY OO K < a' K N O NN K m K OO LL' [V K K n F •F J' M OO Yj QO '3+m+ m {. o m� m� + + m + m H ^ 'O+ m^ m^a' '-'S �mn k'7'. oo Qhrw�d a"`� Vi♦ Cm �m m^ m (n 'O mm n 'nn( Cn �'+ a++Imm mm mm mO7' + mVT Ol mO mO ao 5 I•- 5 5 I'^ 5 3 an 5"+°- m 5 k' 5 5 ❑ I "< �n^-IS 5 S 5 8 d s a s a d a d R> d: H rL a d a d F- a d a d d �- d n dd d o' d <" a o= a 1- ^ 1Q -r n (n N a. d a d f �- d �- a a d J a d d a s F a d a Z m- IED I C�Ni m VI jNNYNI�FF �VJ VI (91 i�n i I I I !mmm I I I I - - F- - - - - - - — --- I --- I, i � I � 1 I i o � •' - m- a LI ! C o o - LANDSCAPE GRADE FINISHED PAD LANDSCAPE GRADE ! o FINS ED AD- - -----7------ ------ ---- --- -y FLOVAME T ----- - - - - --- -- ---- - ----- ---- ----- - -- 1 ------ ---- -j--- -- --- - + -- --- 1 �- TOP OF 0011NG ! - - ' FLOWJNE Y <• II�� I� �-O �� Qn Dpi b)m N � � � -Opol� _ m m� 2 j I 2�%%�J'J > 2 •� 2>j 2>j N> SW M M 2>j v>>>l p 2>91 {� I W SV. J w OJw Oww _' Vl> Zw OJVi (Pl Ow O W -' I Oww Q1�Jy O Ut W W y.l r •1 F V O-1 wW01 J w �o oo d' n oo o am 3+± a o a + ++ a o++� + ¢ o M a.rp o d+. l z M °� m C'+m a n o+ a o S j ! �e`T i.. 1- �� M-�! 3'� rMiM I-_.- Dam i �_ �^_ 1.J. lIyy Z. cz"a k11Q- k aQ �+I.F �l ma F W� _ �V y� k .. S- m� m In V'7' SC m m m Rn VIN 1n iii m -a W 41 rj' wr mmm Qin j I 1 mmm Qm U i I —EDN 1 103.38' 1 12.100256. 126.00' I 84.00' ! 161.36' SECTION 11, __CTIO is PUBLIC WA ! P BUC WA PUBLIC .ALL UBLIC WALL (S E SHEET 2) 7t___7 PUBU WALL (SEE SHE T 2) ( E SHEET ) (SEE SHEET 2) (S E SHEET 2) ! 1 (SEE S EET 2) ! 9+50 10+00 11+00 12+00 5' TO 9.0' LANDSCAPE LOT TO BE DEDICATED WITH FINAL MAP 2' WALL FOOTING EASEMENT TO BE DEDICATED PER FINAL MAP 13+00 a CITY MAINTAINED/ _ CONCRETE BLOCK WALL 2% MRL 2' I 4:1 MAX I I PROPOSED CURB 3 GUTIER �1 McCUTCHEN RD. TYPICAL HALF SECTION 3 STATION 9+63.08 TO 17+09.41 C.L. NOBCALE 14+00 15+00 16+00 STA. 9+63.08 C.L. TO 20+35.10 C.L. SCALE: 1" = 40' HORIZONTAL 1" = 4' VERTICAL 17+00 18+00 19+00 20+00 LEGEND: ABBREVIATIONS FL FLOWUNE CL CENTWRUNE EG EASIING GRADE FG FINISHED GRADE GB GRADE WREAK LS LANDSCAPE ELEV ELEVATION EC END CURVE BC BEGIN CURVE TC TOP OF CURB PROPOSED WALL FUTURKT TER GN LET u SECTION UNE - t ` - > + �.. (. �" SECTION IS LOCATED TTY mogtbs APO. %F1 McCUTCHEN RD. TYPICAL HALF SECTION U STATION 17+09.41 TO 20+35.10 C.L. NO SCALE 370 368 366 364 362 360 358 356 354 352 350 348 346 344 342 340 338 336 21+00 i Know what's below. CaOC before you dig. k .w m Z - V 4 M0 n m j Q n \ U Z m p U K 4 y Z 1 Q J k W U � 3 0 a w ro 00 m Q3 U P r N O m 0 J Ur N <z �,_j CL Q 888 W Z O = W m N CO) V = V g _j e F c 6 W ■ a7' T m m McCUTTCHEEN T ROAD / ,f I �/ � � n 9 ,! L1 _�,, 43 7 WALL / n++ 2' WALL J z. FOOTING EASEMENT ; FOOTING EASEMENT ! .c d TO BE DEIDIC ITER 10. "; i' TO DE DEDICATES J d rs l< a v°�i uFi PER FINAL MAP < `" �°' �+' PER FINAL MAP e 31`'01 ��` J° i I� �� I` an \�•. - 3,r�, ~`L9 '..--°` .0 P y-- -- - 2 -- -- IN741- LINE 12+00 ~ NOOI 13+DD .pi,- 14+DD . 1 WEEPING ROCK WAY SEE SHEET 5 44 1 ii j an � I wit r d WN I WJ I II yy i ( I Zw N ( JE ur'J,t I I tiw m II V uhy QW .} I .45aJY3 fy q/^� �MJ! z <�VI 1Aemu++ zrnm� �3 ki A. J K4 GAF JIA. 10+1J.4D V.L MWNININ IVIJUt UN = STA 12+19.82 CL WEEPING ROCK WAY I MOUNTIAN RIDGE DRIVE STA. 10+00.00 C.L. TO 17+64.52 C.L. SCALE: 1`° = 40' HORIZONTAL €u 372 - - -i - - 372 370...._. � i 1 _ � t i � - ' 370 368 368 qw _-"-- w w•w--_M 0�i 366 366 ao ne oc4i r0 16 na <_no a cn__-_-_ J �___.-_ n'. ^s4v __♦ a' Na -nqrJ' -"ql.', -.._ _kawa.'n`.w¢n Il�r�-agJ.gN ?+ .don -i. n�Ev', +a<m- _ �+�@ .._ (}wyY +® rwn 0 0 N-_ µsry <4o 'A3ow sda 364 4 <364 ++ f 362 362 v I 360 Ii 1 - '', 360 1'Fi 358 356-- m -M1 - - - ----- f - { 356 A FlNISHEO PAD LANDSCAPE GRADE 354 ----- ® 1i-- - - - ---- --- - ----- --+ ---- -,LANDSCAPE GRADE ti;--- ---L-- — 354 FINISHED PAD 1 - J .� _ TOP FOOTING. 352 - -- 352 ---------------- ------------- -_- -- _ O*'&`EOOTWG --. ---- :$pa, ----. ---- --_ -_ Nm- +on m -__ ,r -o I h _. NE ci 54 _ N 3 350 w _ _ 13 w �F1OWIiHE i. _______-_t=`---'r___ -. _.. -_ >}.-��- n w>__ i - -- G+ 348m F-� F Djg i 348 Zq 'I_'r QO UV'M' Sw' 2NN iONNvT 4*Oi® h1m2+9 p� �.} 346 346 344 344 9.0 LF SECTION 4 .._.._.-. `-,"...._____ _...._.__..W_._..�,. _ I -_-_ SE20.IO Lf _ 12 ' LF _- .. _ _ �.__,. ._.._..._._._ _..._._...._r._.._ SEC ON 5 _WA ECTTON 1PUN LI ( PUBLIC! WALL - - --PUBLI� WALL - --- -- 342 {SEE SHEET 2) ---- (SEE SHEET 2) 4 342 pUBLLC WALL mil ', (SEE SHEET 2� � - {SEE HEFT 2} 340 - - — AAn 10+50 LEGEND: ABBREVIATIONS FL FU)1MJNE CL CENTFRUNE EG EXISTING GRADE FG FINISHED GRADE GB GRADE BREAK LS .LANDSCAPE ELEV ELEVATION EC END CURVE BC BEGIN CURVE TC TOP OF CURB PROPOSED WALL .-. FUTURE WALL SECTION LETTER "® SECTION LINE SHEET SECTION IS LOCATED 11+00 12+00 13+00 14+00 15+00 16+00 17+00 STA. 10+91.83 C.L. TO 17+64.52 C.L. SCALE: 1" = 40' HORIZONTAL 1" = 4' VERTICAL 3.5' LANDSCAPE LOT TO Q STATION 10 191.83 TO 17+6f-.52 I $F j LINE TABLE LINE -----BEARING DISTANCE L, N 0'29'47" E 223.37 L2 N 211`37 E 240.16' L3 S 43°48'93' E 38.81' L4 N 4691°47' E .37.18' L5 N 711°52" E 95.55° 372 - - -i - - 372 370...._. � i 1 _ � t i � - ' 370 368 368 qw _-"-- w w•w--_M 0�i 366 366 ao ne oc4i r0 16 na <_no a cn__-_-_ J �___.-_ n'. ^s4v __♦ a' Na -nqrJ' -"ql.', -.._ _kawa.'n`.w¢n Il�r�-agJ.gN ?+ .don -i. n�Ev', +a<m- _ �+�@ .._ (}wyY +® rwn 0 0 N-_ µsry <4o 'A3ow sda 364 4 <364 ++ f 362 362 v I 360 Ii 1 - '', 360 1'Fi 358 356-- m -M1 - - - ----- f - { 356 A FlNISHEO PAD LANDSCAPE GRADE 354 ----- ® 1i-- - - - ---- --- - ----- --+ ---- -,LANDSCAPE GRADE ti;--- ---L-- — 354 FINISHED PAD 1 - J .� _ TOP FOOTING. 352 - -- 352 ---------------- ------------- -_- -- _ O*'&`EOOTWG --. ---- :$pa, ----. ---- --_ -_ Nm- +on m -__ ,r -o I h _. NE ci 54 _ N 3 350 w _ _ 13 w �F1OWIiHE i. _______-_t=`---'r___ -. _.. -_ >}.-��- n w>__ i - -- G+ 348m F-� F Djg i 348 Zq 'I_'r QO UV'M' Sw' 2NN iONNvT 4*Oi® h1m2+9 p� �.} 346 346 344 344 9.0 LF SECTION 4 .._.._.-. `-,"...._____ _...._.__..W_._..�,. _ I -_-_ SE20.IO Lf _ 12 ' LF _- .. _ _ �.__,. ._.._..._._._ _..._._...._r._.._ SEC ON 5 _WA ECTTON 1PUN LI ( PUBLIC! WALL - - --PUBLI� WALL - --- -- 342 {SEE SHEET 2) ---- (SEE SHEET 2) 4 342 pUBLLC WALL mil ', (SEE SHEET 2� � - {SEE HEFT 2} 340 - - — AAn 10+50 LEGEND: ABBREVIATIONS FL FU)1MJNE CL CENTFRUNE EG EXISTING GRADE FG FINISHED GRADE GB GRADE BREAK LS .LANDSCAPE ELEV ELEVATION EC END CURVE BC BEGIN CURVE TC TOP OF CURB PROPOSED WALL .-. FUTURE WALL SECTION LETTER "® SECTION LINE SHEET SECTION IS LOCATED 11+00 12+00 13+00 14+00 15+00 16+00 17+00 STA. 10+91.83 C.L. TO 17+64.52 C.L. SCALE: 1" = 40' HORIZONTAL 1" = 4' VERTICAL 3.5' LANDSCAPE LOT TO Q STATION 10 191.83 TO 17+6f-.52 I $F j MOCUTCHEN CURVE TABLE RADIUS LENGTH TANGENT ROAD C9 ---, 42.96' SEE SHEET 3 C2 m m w - 4 362 n �+MM FMM4wtu .ae h It �>' � FF 4a 00� 360 3M+ tl, VI to VIN 2a4 o I I i 1 jl. 22 X44_ I 362 - 356 _ 354 wce oury 352 - -. E.C. r�.N ISTX �� 4�w FTNISH6 GRADE LOTso,jiAND6G GRADE_ 350 FLAMBE 360 r I^ j i 1 1�^,JUNG 6 C 9 88 f i f I "- ¢-tiS 346 I mFA 5T 356 ! FLO NE 344 ILI - m ( v I f 354 . 342'; I LL ry � ^ r In ido. _ 4933.71' W M ' i � 1 352 - -L3 , I I w 869 I 669 € Tl &I ' h + 11118 wwm 1 McCUTCHEN RO SEE SHEET' 3 BELTRAMI PLACE �1 NOT A PAR I, j I 13+68.62 C.L 93 .45 LT. - McWT004 ROAD 11+31.00 GL 30.00 LT. - BRECCIA STREET 14+22.22 WALT. WALL .. ,.... ... 13+6885 Cl-13133.38"LT. - McWTCNEN ROAD 11+31.00 C.L. 30.00 I.T. - BRECCIA STREET 14+25.16 WALL ev) 11+00 'V' f -"74- C3--L2-3A ti `G 9� I q G mm 1 20 iIt 11+28.07 CL 30.O(MiTT. = END WAIL 14+45.36 WA STA, 14+29.10 C.L 933.85 LT. - CR AD STA, 14+36.35 C.L. 30D0 RT - BRECCIA dA STST REET STA. 94}53,66 WA41 BELTRAMI -PLACE NOT A PART w'N p 11 W1 STA. 10+00.00 C.L. TO 12+03.95 C.L. SCALE: 1" = 40' HORIZONTAL 366 -- - N -- mh CURVE TABLE RADIUS LENGTH TANGENT DELTA - C9 ---, 42.96' 21.49' _.,� _.M>My._� 364 ' - a a 's g � M C2 m m w - 4 362 n �+MM FMM4wtu .ae h 4'3641' �>' 470.W FF 4a 00� 360 3M+ tl, VI to VIN 2a4 14.31' W W � � 358 X44_ I 362 - 356 _ 354 wce oury 352 - -. �� 4�w FTNISH6 GRADE LOTso,jiAND6G GRADE_ 350 FLAMBE 360 358 FINISHED LOT - 348 -1{ {X ABEE - aOF fCRNG ) 346 356 ! FLO NE 344 ILI - __ 356 354 . 342'; I LL ry � ^ r ux 340_ -{ C2 -S. m N _ 4933.71' W M ' i � 1 352 - I 12.00'____-__ 336 2.66 LF OF.,. _...._ SEC TION 1 SECTION 5 A. UC WALLPUBUN W5 SEE SHEET_21___ 336 (SU SM ET 2I ......14+00 13+00 {SEE 8 SHEET 2} 15+ STA. 10+00.00 C.L. TO 12+03.95 C.L. (WEST WALL) SCALE: 1" = 40' HORIZONTAL 1" = 4' VERTICAL 366 364 362 360 358 356 354 352 350 348 346 344 342 340 338 336 366 364 362 360 1 358 356 354 352 350 348 346 344 342 340 338 336 SECTION 9 SECTION 4 (SEE SHEET 2}15+00 PUBLIC WALL PUBLIC WALL (SEE. SHEET 2) (SEE SHEET 2) STA, 10+00.00 C.L. TO 12+03.95 C.L. (EAST WALL) SCALE: 1" = 40' HORIZONTAL 1" = 4' VERTICAL LEGEND: ABBREVIATIONS FL FLOWUNE CL CENTERUNE EG LASTING GRADE FG FINISHED GRADE GB GRADE BREAK LS LANDSCAPE ELEV ELEVATION EC END CURVE Be BEGIN CURVE TC TOP OF CURB PROP05ED WALL .. .. ..�' FUTURE WALL SECTION LETTER � SECTION UNE SHEET SECTION IS LOCATED CURVE TABLE RADIUS LENGTH TANGENT DELTA - C9 530.00 42.96' 21.49' 438'49" C2 500.W m M 4'3641' C3 470.W 28.62' 14.31' 37.9'21" WEEPING ROCK WAY I 362 _ 362 wce oury 360 �� 4�w 414- a�i 44 �pWy 360 358 FINISHED LOT {X ABEE 358 356 ! FLO NE Q - __ 356 354 . y ^ 354 352 W M ' i � 1 352 - I -_ 350mn I h OF FINISHED GRADE ---- - - � LOT SIC j jun n � h348 I 346 P 4 U' W y 346 EL a TOP OF FOOTING mm < d I I b- ---_ 12 W i wW 4&W ITj 344 � --- 9z ; LE � - 56i3T R Tr r, 1342 M 340 SECTION 4 SECTION 5 PUBLIC WALL ---- PURL€C -WALT. SHEET --2) si6+00 340 15+00 (SEE SHEET 2) 16+50 STA. 10+00.00 C.L. TO 12+19.82 01 (NORTH WALL) w SCALE: 1" = 40' HORIZONTAL 3 ro 1" = 4' VERTICAL i m A 5.33' 119 57 1 12.00' SECTUIN 5 -.____L_ IG1WAF---' 366 364 362 360 1 358 356 354 352 350 348 346 344 342 340 338 336 SECTION 9 SECTION 4 (SEE SHEET 2}15+00 PUBLIC WALL PUBLIC WALL (SEE. SHEET 2) (SEE SHEET 2) STA, 10+00.00 C.L. TO 12+03.95 C.L. (EAST WALL) SCALE: 1" = 40' HORIZONTAL 1" = 4' VERTICAL LEGEND: ABBREVIATIONS FL FLOWUNE CL CENTERUNE EG LASTING GRADE FG FINISHED GRADE GB GRADE BREAK LS LANDSCAPE ELEV ELEVATION EC END CURVE Be BEGIN CURVE TC TOP OF CURB PROP05ED WALL .. .. ..�' FUTURE WALL SECTION LETTER � SECTION UNE SHEET SECTION IS LOCATED CURVE CURVE TABLE RADIUS LENGTH TANGENT DELTA - C9 530.00 42.96' 21.49' 438'49" C2 500.W 40.53' 20.28' 4'3641' C3 470.W 28.62' 14.31' 37.9'21" WEEPING ROCK WAY I 362 CURVE CURVE TABLE RADIUS LENGTH TANGENT DELTA - C9 530.00 42.96' 21.49' 438'49" C2 500.W 40.53' 20.28' 4'3641' C3 470.W 28.62' 14.31' 37.9'21" d „m r TBEC �I STA STA I 7} STA I 30 '� S 89'48'04" E 219.82' ' 8 � I 71.37L. 0.V1 lB. - 10+ C. 30.00 LL - r15+63.46 WALL 46 EFlD WAit - MATCH5 STA. 16+43A4 _L 8I STA. 16+31.83 WALL ROCK WAY m 1 STA-15+82.71C.L 154-12-07T.•- MOUNTAIN RIDGE I I ` - - 368 STA. 10+75.46 C.L. Ia R. STA. 15+34.08 WAll. - WEEPING ROCK WAY' IA I M VIDIUS WAY 366 nYp MOUNTAINS RIDGE DRIVE NOT A PART SEE SHEET 4 WEEPING ROCK WAY STA. 10+00.00 C.L. TO 12+19.82 C.L. SCALE: 1" = 40' HORIZONTAL 368 - - 368 366 I 366 364 r r - 364 362 w 362 - -®� 360 G1 E R� 360 358 FINISHED LOT {X ABEE 358 356 ! FLO NE _ - __ 356 354 . FiNiS`iED GRACE teT SI LANQSCAPE C42A6E ^ 354 352 W M FLOWUNE 352 - - -_ 350mn I OF o 350 4 � �m 346 jun n � h348 M 346 P 4 U' W y 346 a , F a mm < d I b- ---_ 12 W S� az Q� 4&W ITj 344 342 --- 9z ; LE - 56i3T R Tr r, 1342 340 SECTION 4 SECTION 5 PUBLIC WALL ---- PURL€C -WALT. SHEET --2) si6+00 340 15+00 (SEE SHEET 2) 16+50 STA. 10+00.00 C.L. TO 12+19.82 01 (NORTH WALL) SCALE: 1" = 40' HORIZONTAL 1" = 4' VERTICAL No 2' WALL FOOTING EASEMENT rTO BE DEDICATED PER FINAL MAP 368 1 368 366 364 362 360 358 356 354 352 350 348 346 344 342 LANDSCAPE > h I I r r G1 E FINISHED LOT {X ABEE FLO NE a a W M o a 4 I� oa �m jun � M P 4 �- b- ---_ 12 W 4&W ITj SECTIO4 4 366 364 362 360 358 356 354 352 350 348 346 1 344 342 SECTION 5PUBLIC ALL 340 PUBLIC W - 340 15+00 16+00 STA. 10+00.00 C.L. TO 12+19.82 C.L. (SOUTH WALL) SCALE. V = 40' HORIZONTAL 1" = 4' VERTICAL SCALE: T" = 40' 40• 20' 01 40• 80' m