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HomeMy WebLinkAbout1.4-62233 1/2 P*x 2 3/16"x 7 1/2" RED BRICK CAP 3 5/8 "x 7/16"x 7 5/8" RED BRICK VENEER #5 CONT. IN BOND BEAM (12" FROM TOP OF WALL) #4 "L" BAR AT 32" O/C (CENTERED IN BLOCK) (30" MIN. LAP SPLICE) 606UI W6 �LL NVITIN 6 "x 8"x 16" CONCRETE BLOCK #5 CONT. IN BOND BEAM (AT MID HEIGHT) STUCCO S TR E E T SIDE LANDSCAPE GRADE VARIES (6" MIN) . 10_ 0 P/L I LOT SIDE W 0 FA W C 0 r M 0 Ir W _j 0 CL 31 W Ld W -ANT TO BE APPLIED HALL CONTRACTOR I . . I CONCRETE FOOTING #4 BAR 0 32" O.C. 3 "x 3"x 3" CONCRETE BLOCK #4 CONT. RE-BAR CHAIRS SHALL BE USED TO PLACE FOOTING RE-BAR NO VENEER ON SOUTH ALLEN ROAD WALL SECTION 1 RACT 622 3 soon" 3 1/2"x 2 3/16"x 7 1/2'�- RED BRICK CAP 3 5/8"x 7/16"x 7 5/8"- RED BRICK VENEER #5 CONT. IN BOND BEAM (12" FROM TOP OF WALL) #4 "C' BAR AT 32" O/C (QENT�RED IN BLOCK) (30" MIN. LAP SPLICE GROUT SOLID ALL CAVITIES 6 "x 8"x 16" CONCRETE BLOCK STUCCO #5 CONT. IN BOND BEAM (AT MID HEIGHT) STREET SIDE 1 OR 2 EA. 8"x 8"x 16- CONCRETE BLOCK------, (SEE PLANS) LANDSCAPE GRADE VARIES (6" MIN) P/L LOT SIDE W W 0 Uj tU .0 ir U_ 0 < fq Uj _j 0 L1_ 0- W_ W W (n -NEATLY GROUT CA�TY I SEALANT TO BE APP JED . CONCRETE FOOTING #4 BAR 0 32" O.C. 3 "x 3"x 3" CONCRETE SBLOCK,7-' CHAIRS SHALL BE UED TO 3- #4 CONT. RE-BAR PLACE FOOTING RE-BAR 3 1/2"x 2 3/16"x 7 1/2' RED BRICK CAP 3 5/8-x 7/16"x 7 5/8- RED BRICK VENEER #5 CONT. IN BOND BEAM (12" FROM TOP OF WALL) #4 "L" BAR AT 32" O/C (CENTERED IN BLOCK) (30" MIN. LAP SPLICE) GROUT SOLID ALL CAVITIES 6"x 8"x 16" CONCRETE BLOCK STUCCO #5 CONT. IN BOND BEAM,,,� (AT MID HEIGHT) STREET SIDE I f- - 3 TO 5 EA. 8"x 8"x 16" CONCRETE BLOCK (SEE PLANS) SEALANT TO BE APPLIED`"� BY WALL CONTRACTOR 14" 0 #4 BAR 0 32" O.C. W _j U- 0 W 0- _j _j W W (n 3 1/2 so x 2 3/16"x 11 1/2" r P/L RED BRICK CAP 219 #5 CONT. IN BOND BEAM (12- FROM TOP OF WALL) #4 "Lot BAR AT 32" O/C LOT SIDE . (CENTERED IN BLOCK) (30" MIN. LAP SPLICE) W GROUT SOLID ALL CAVITIES V) 00 I W 6"x 8"x 16"' CONCRETE BLOCK *00 LL_ 0 0 M 3 1/2-1x 2 3/16"x 7 1/2" RED BRICK 0 _j V) VENEER VATH ANCHOR TIES TO o W I T- 10D CONC. BLOCK WALL -q) 2 U) W #5 CONT. IN BOND BEAM W R U) W (AT MID HEIGHT) 0 < > STREET SIDE O X 1 OR 2 EA. 8 "x 8"x 16" CONCRETE BLOCK (SEE PLANS) NEATLY GROUT CAVITY LANDSCAPE GRADE VARIES (6" MIN) SEALANT TO BE APPLIED BY WALL CONTRACTOR L 13" 13 CONCRETE FOOTING 0 #4 BAR 0 32" O.C. 34- 3" 3" 3" CONCRETE BLOCK . X X CHAIRS SHALL BE USED TO #4 CONT. RE-BAR PLACE FOOTING RE-BAR .j SCALE: 1 72 7 - Opp X X #4 CONT. RE-BAR CHAIRS SHALL BE USED TO 3"x 3"x 3" CONCRETE BLOCK #4 CONT. RE-BAR CHAIRS SHALL BE USED TO TIM ;4, < N PLACE FOOTING RE-BAR PLACE FOOTING RE-BAR CONCRETE FOOTING El r_ _ 2. WALL SECTION 5 00 Q n NO VENEER ON SOUTH ALLEN ROAD CHAMBER BOULEVARD Now WALL S C I O N 6 4* CHAMBER BOULEVARD ss ALLEN. 91 -4 LOT AA CHAMBER 0 5. WINDERMERE DRIVE y i M [ '. WINDERMERE 0 CHA M RBE , 9 -4 SEE SHEET 11 I anta, 36" C ONSTRUCT W1A1f)97P"P'RF WI-11 TF A t\ IF- 12 Awamma OWL A, Mika 1k a Aft A 0 W WALL SECTION 2 SOUTH ALLEN ROAD 3 "x 3"x 3" CONCRETE BLOCK - CHAIRS SHAH BE USED 3- #4 CONT. RE-BAR M ASON R Y WAL �,�_^ SOUTH ALLEN ROAD 10. SUMP WALLS PLACE FOOTING RE-BAR MEW FENCE, WALL & GATE DETAILS o 12. SIGN WALL DETAILS SCALE: 1" = 19-0 �3� SEE SHEET 11 NO VENEER ON SOUTH ALLEN ROAD 13. PARK ENTRANCE WALL DETAJLS FOR DETAILS a� c1r) 0 P/L cot 1 77 ,1­ , STREET SIDE 04 3 1/2"x 2 3/16"x 11 1/2 " RED BRICK CAP a 3 1/2-x 2 3/16 "x 71/2- WALL, SECTION 3 RED BRICK CAP 0 0 6"x 8"x 16" CONCRETE BLOCK 4 0 GROUT SOLID ALL CAVITIES fy z LA_ O. STUCCO (STREET SIDE ONLY) 2 0 < 1-00 2# V) W (CENTERED IN 6- BLOCK) SCALE: 1 0" LANDSCAPE GRADE 27 VARIES (6" MIN) #5 CONT. IN BOND BEAM SEALANT TO BE APPLIED a 12" 12 BY WALL CONTRACTOR LZ CL (12" FROM TOP OF WALL) W C < Cr W I R/W I ........ ... x GROUT SOLID ALL CAVITIES W L i. 4. LOT SIDE 0 (n W LOT SIDE 4 3 1/2" x 2 3/16"x 7 1/2" RED BRICK Y, VENEER VVITH ANCHOR TIES TO, SUMP SIDE---X CONC. BLOCK WALL 0 0 j 7 r§ % X �`.. LU VIEW FENCE #4 VERT. BAR AT 32- O/C a" 04 V_ - J 0 I SEE SHEET 11 FOR DETAILS (CENTEREDI N 6 to BLOCK) (30 to MIN. LAP SPLICE) 0 fl' j _j 0 .0 t A CY) < (0 p -Rg 3 H 6 x 8"x 16" CONCRETE BLOCK U) W W W STREET SIDE NEATLY GRO UT CAVITY tr X� IR #5 CONT. IN BOND BEAM HT) > RR N, D EIG (AT MI H Hit X, 2 N 4� STREET SIDE woo"" 3 1/2"x 2 3/16"x 7 1/2 P97n RPIrM r-AP .j R X X #4 CONT. RE-BAR CHAIRS SHALL BE USED TO 3"x 3"x 3" CONCRETE BLOCK #4 CONT. RE-BAR CHAIRS SHALL BE USED TO TIM ;4, < N PLACE FOOTING RE-BAR PLACE FOOTING RE-BAR =Wj El r_ _ 2. WALL SECTION 5 00 Q n d H. CHAMBER BOULEVARD Now WALL S C I O N 6 4* CHAMBER BOULEVARD ss ALLEN. 91 -4 LOT AA CHAMBER 0 5. WINDERMERE DRIVE y i M [ '. WINDERMERE 0 CHA M RBE , 9 -4 SEE SHEET 11 I anta, 7. W1A1f)97P"P'RF WI-11 TF A t\ IF- 12 Awamma OWL A, Mika 1k a Aft A 0 FOR VIEW FENCE DETAILS WALL SECTION 4 SCALE: 1" = 1' -0'* INDEX OF SHEETS �,; SHEET TIM < 10 COVER SHEET =Wj 2. CHAMBER BOULEVARD 00 Q n 3. CHAMBER BOULEVARD 0 r"WA4 0 4* CHAMBER BOULEVARD 5. WINDERMERE DRIVE 6, WHITE LANE R/W 7. it LANE Cj) W 8. SOUTH ALLEN ROAD aw) 9. SOUTH ALLEN ROAD 10. SUMP WALLS LOT SIDE a: LLJ 11. MEW FENCE, WALL & GATE DETAILS o 12. SIGN WALL DETAILS VIEW FENCE �3� SEE SHEET 11 13. PARK ENTRANCE WALL DETAJLS FOR DETAILS a� c1r) 0 N cot 1 STREET SIDE 04 a 3 1/2-x 2 3/16 "x 71/2- Lij RED BRICK CAP 0 0 6"x 8"x 16" CONCRETE BLOCK 4 0 GROUT SOLID ALL CAVITIES fy z LA_ O. STUCCO (STREET SIDE ONLY) 2 0 < #5 "Lot BAR AT 16- O/C V) W (CENTERED IN 6- BLOCK) LANDSCAPE GRADE 27 VARIES (6" MIN) >1 SEALANT TO BE APPLIED a 12" 12 BY WALL CONTRACTOR NON CONCRETE FOOTING 0 #4 BAR 0 32" O.C. 121, 27 3"x 3"x 3" CONCRETE BLOCK #4 CONT. RE-BAR CHAIRS SHALL BE USED TO PLACE FOOTING RE-BAR WALL SECTION 7 SEE SHEET 11 SEE SHEET 12 FOR FOR VIEW FENCE DETAILS PLANTER WALL SECTIONS 8 & 9 ENGINEER'S STATEMENT: I HEREBY CERTIFY THAT THESE PLANS AND SPECIFICATIONS COMPLY WITH CITY OF BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN CRITERIA, AND THAT THEY INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENOY-.0R. OTHER REVIEW BOARD. I AM RESPON BLE FOR AjX-C CULAT1ONSj-ANP DRAWINGS ON THESE PLANS, AND ANY ERRO". OMI I S OR Q�ATION OF THOSE ORDINANCES* T 1— 2 ` E� CORRECTED DURING CONSTRUCTION. STANDARD AND DESK CRI. I HAL am e> d> ROGER A. "MtfNTOSH" R.C.E. 33322 DATE REVIEWED BY: TRAFFIC ENGINEER ASSISTANT PUBLIC WORKS DIRECTOR APPROVED BY* > PUBLIC WORKS DIRECTOR DATE RAUL M. ROJAS, R.C.E. 39880, EXP. 12/31/05 G ENERAL STRUCTURAL NOTES GENERAL A. All work shall be performed in accordance with applicable sections of the Uniform Building Code (UBC). 1992 Edition. FOUNDATIONS A. For allowable soil bearing values refer to the Soil Bearing Schedule or the soils report as provided. CONCRETE NNW 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 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 21� Aggregate (max). 4. 4 92 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 So 1200 PSI 0 7 days and 1800 PSI 0 28 days. C. Grou t: rl� C3 8 1 Strength: 1500 PSI 0 7 days and 2500 PSI 2_ . 0 days. 2. Concrete block masonry units shall be dry and clean before grouting operation. .BENCH MARK: MONO TOP OF CONCRETE MONUMENT AT THE INTERSECTION OF CHAMBER BLVD AND WINDERMERE ST. ELEVATION = 352.02 (USGS DATUM) PER TRACT 6001. NOTES. MONO" 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" COLOR: STANDARD GREY PATTERN: RUNNING BOND GAP. - r-% I . RED BRICK WITH WHITE MORTAR 2. ALL STATIONING DATA WAS CALCULATED AT PROPERTY LINE. 3. HEIGHT OF WALL SHALL BE 62-0`9 MIN. MEASURED FROM GROUND AT HIGHEST SIDE OF WALL. 4. WALL IS TO BE CAPPED WITH RED BRICK AS NOTED ON PLAN. ONLY STREET SIDE OF WALL TO BE STUCCOED. 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. 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 (EVEN QUARTERS ON 32 FOOT SPACED PILASTERS). HORIZONTAL MORTAR COURSES ON BLOCK SHALL BE It 1/2 +1/8 Pr . ALL REIFORCING 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 SAWCU TS. 12. BLOCK COLOR SHALL BE UNIFORM IN TEXTURE AND COLOR. CONSTRUCTION OF VENEER SHALL MATCH EXISTING SURROUNDING SEVEN OAKS WALLS. STUCCO SHALL BE FINISHED WITH A FINE SAND FINISH TO MATCH EXISTING SURROUNDING SEVEN OAKS WALLS. 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 BIVIC 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, 16. ALL TRACT SIDES OF WALLS ARE TO BE PAINTED WITH TWO COATS OF APPROVED MASONRY PAINT. COLOR TO MATCH OTHER SEVEN OAKS WALLS. 17. 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. 18. 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. Apo& W 0 DMI 5canned ts;r 0 CJ 0 0 z F- M z LIJ �j I n fn co �,; z < =Wj C) 00 Q n Z 0 r"WA4 0 �j I n fn co �,; z < =Wj Z 0 r"WA4 0 M U) Cj) W � z aw) 0 X 0 J a: LLJ C) o �3� a� c1r) N cot 04 a Lij 0 0 fy z LA_ C LZ CL W C < Cr i I L I I W 0 co �,; z < =Wj Z 0 r"WA4 0 M Cj) W � z aw) 0 X 0 J a: LLJ C) > �3� a� c1r) N cot 04 a o 0 0 W 0 �p Z:)IA. ID+VV.DD U.L. UHAMULK t$LVU, q-D.0 Ill I STA. 14+80.84: WALL J56. JO FP. J56. 10 P. FP. F 356.50 FP 356.10 "o 01, FP 356.70 � - 3 FP J56.90 FP. J56. JO S) .96 STA. 13+36.89 C.L. CHAMBER BLVD, 53.02' R T FP J56.50 -0 1.5+Z4.11- WALL '0-. FP 357.10 FP 356.70 ANGLE POINT - P.R.C. ANGLE POINT CIO 7 STA. 22+89.05 C.L. CHAMBER BLVD, 45.0' RT = 08� j STA. 12+94.48 C.L. CHAMBER BLVD, 55.50 RT STA. 22+33.85 WALL 31M. 12 +84.55 WALL Q AA FL x��, � J -A-00 FP J5720 5 s g �� \ ANGLE POINT B.C. \ _ / 9 /i SO �/N � ` • STA. 11+20.92 C.L. CHAMBER BLVD, 55.50' ftT FP 356.70 STA. 11+20.62 WALL �p 357.40 L4 ANGLE POINT\ � / i � �\ \ I f . L STA. 11+20.92 C.L. CHAMBER E R BLVD, 58.84� RT 1 A / / ` � (�� �� x X STA. 11+1728 WALL -END CU R V E STA. 11+08.88 C.L. CHAMBER BLVD, 58.84' RT FP 357.50 STA. 11+14.61 WALL .2 ANGLE POINT -BEGIN CURVE STA. 10+94.44 C.L. CHAMBER BLVD, 82.781 RT Ll STA. 10+78.92 WALL `\ ^� � `` �\ ANGLE PAINT STA. 10+94.65 C.L. CHAMBER BLVD, 85.441 RT STA. 10+76.25 WALL" 00. BEGIN WALL `�� � \\ STS:' 10 +91.p1 C.L. CHAMBER BLVD, 85.68' RT \ � ,'-STA. 35+88.10 Cl. ALLEN RD, 85.0' RT STA. 10+72.91 WALL r VA V-J, 14' 6, 8' it 21, IT SIDEWALK TYPICAL SECTION A � wwwmmw� SCALE.• 1 = 5' 2 SEE SHEET 1 FOR WALL DETAILS CHAMBER BOULEVARD PLAN VIEW SCALE: 1" = 50' K I /-\ I r- - WALL DATA CALCULATED TO PROPERTY LINE. UNLESS OTHERWISE NOTED. SEE SHEET 1 FOR SECTION DETAILS. LINE DATA LINE LENGTH BEARING Ll 3.34' 588.45' 18"E L2 2.67" N01 "l 4'42"E L3 2.67P S83.08' 29 "E L4 3.34" N06*56124"E CURVE DATA CURVE RADIUS LENGTH DELTA TANGENT Ci 24.00' 35.691 85'11'53" 22.07 C2 944.50' 163.93" 09"5639" 82.17' C3 1014.0' 40.19* 0216'15" 20.10' C4 586.0' 1 156.10' 15-15'47" 78.52 14" 6' 8' 0 FP. 356.50 / / 11 / FP 356.50 MATCH POINT - MATCH WALL ON SHEET 3 /STA. 25+55.20 C.L. CHAMBER. BLVD, 45.0' RT STA. 25+00.00 WALL L 12/ FP J561 %O SIDEWALK TYPICAL SECTION r8m*�N SCALE.- 1" = 5J* \11-2 i SEE SHEET 1 FOR WALL DETAILS ABBREVIATIONS CL RT LT BC EC PC PCC PRC LF STA ELEV P/L R/W TW RAD FL LS R T L A C� DESCRIPTIONS CENTERLINE RIGHT OF CENTERLINE LEFT OF CENTERLINE BEGIN CURVE END CURVE POINT ON CURVE POINT OF COMPOUND CURVE POINT OF REVERSE CURVE LINEAL FEET STATION ELEVATION PROPERTY LINE RIGHT OF WAY TOP OF WALL RADIAL BEARING FLOWLINE ELEVATION LANDSCAPE ELEVATION RADIUS OF CURVE TANGENT OF CURVE LENGTH OF CURVE DEGREE OF CURVE 0 0 I "o uj L.Li co WI 0 N 00 N 0 to to to + cq 04 N cq N V) w 00 Lo to 14- to cq cq T- 0 of (6 Of oo W C) Cr- Cs4 CY 0- T- r- T- I- F- + N N 04 04 04 of A4 to 00 of 0 N of 114- w (o co cr 0 -i T- Q:� (D af 00 W 0 jr N cr 'd- W co W 00 ce Q of N cq clq C11-4 N clq c%q Cr 4 cr QD of 06 < + + + F- + + F- + 0 14- LIJ r--, LJLJ 0 po LLLJ 0 LLJ po (y) • A-90 CL <t A*,, N V) cq U) C-4 V) n V) v) LLJ LLJ 0 LLJ W4- LLJ r**- LJJ 0 LU n W (o LLJ 0 UJ V) W 0 X 04 0 00 cr 00 0 LLJ LLJ uj ui Li-i (.0 Lu Ld N F- + F- + F- + + F- + + F- + F- + F- + x fy N V) F- + t-- + F- + F- + F- + + F- + F- + F- + + F- + F- + F- < v- < v- < v- < v- < v- rl) V) Lr) L.() (,() (c) (,() Co Uj (0 LLj 0) LLI Lj (0 LU (3) L 04 UJ Lo LLJ (N LLJ Lc) qr- LLJ 00 LJ.J v- V) < A*\ -i -i -j I -i ' N LJ uj 00 Lu 00 Ld < N V) N U) N V) 04 U) n V) n V) rf) V) It V) 14- U) 4- V) .44- U) L0 F- A* < < < < v- < T- < T- < T- < v- < T- F- + F- + + F- + F- + F- + F- + I-- + F- + F- + F- + + F- + F- + F- + < N < (N < 04 < N < c%q < N < clq < N Q < -i I -j I -j IV) 0 1 1 V) A a- < CL < a_ < -j V) V) (.0 V) V) r�, V) r, U) 00 U) co V) oc) V) cy) U) 0) U) (J) V) 0 V) 0 V) A, < N < (N < CN < N 366 f) .9 • -<w v--r o< vs- 0 . • • -:fl < 9. • • a • < IN- -0: ;:ts • • • . • • . • • A\ 366 - a:* <4 - rw -x • -to ;i. 6. 0 -A� FK ��r. • • • a-$ l< UT A,- -i 1� -j I -&, FL 6 0 9 i F- - n < FE L xi E <i (-)j v). V) 1�j UL EL A Q)J. V) (-.Jj (f) A .4 )j V) (.31 V) ko U) (f) U) Q-0 (1) Fs- I- F- I- )j c() (f) (-:)j (0 j J V) . J U.) -00) -0 U) U) w C-0 U) • C-) J (n • (-)j V) U) U) U) '364 364; • . • • • • • • • - - - - - • - - - - - - • • • . • • . . • • • • . . . . • • . • • . • • • • • • • C3 r-._ 00 . • . . . • • • . • . • • • '362 362 . . . . . . . • . . . . . . . • . TOP DE . . . • . . • . • . ♦ • . . • . . • . . . . . • . . . .. . . . . • . ♦ . . ... . . . . . • ♦ . . . . • - • • - • - - - - • . • • • • • • • . . ♦ • • 8 SOB ob 00 Q 00 1- - LANDSCA.E rll_ 00 CQ . • • . . . . . • . . . . . . • . . ♦ . . . ♦ . . 6 • . . . . ♦ . . • . . ♦ . ♦ . • . . . . . . . • . . 1360 360 PAD . • . . . . • . . • . . • • . • . . • . . • . . • . ♦ . • . • . • . . . . . . . . . . . . • . . • . . . . . . . . . . . . . . GRADE - - * - • (b I GRADE s PAD OF . . . . . D-5CA s358 . . . . . . • ♦ • • • • -8 t • • . ... . • . ... . .. . . 0 . . . . . . . . ... GRADE LAN 35 . . . . . . . . . . . • . . . . . . . . . . . . . . . . . . . . . . . . . . . . . • ADE GR --j 356 356s. . . • . . . . . . . . ... . . ♦ ... . • . • . . • • • A A .. • • . . . . r niv �mm=ww S=O% ""7 S=O% S= 07, U Z �L S=O% S=:;O% 354v . . . . ... . . . ... . . . ... . . . . 0 . . . . . . . . . . . . . . . . . . • . . . • . • • . • . . . ... . . . ... . . . .. 0--- . . . . . . . . . . . . . . ... . . . .. . . . . --1354 4, 00 bF 61 • 0 0 0 tLOWLINE: FOOTING ---w- . . . . . . . . . . . .% . . . . . . . . .... . . . . . . . . . . . . . . . . . . . . . . .. .. . . . . . . .. • . . . . . • . . . . . . . . . . . . . . . . . . . . . . .... . . . . 352 352, . . . . ... . . . .•. . . . . •. . . . . . . . •. . . . . . . . . . . . . . . . . .•- . . . . . . . . -•- . . . . . . FLOWLINE 350 1•♦ • . . . . • • s . . . . . • . . • fs . . • • . • • • • flo . • • • ••. . • . .350 .0 12 3 14 5 f7 18 . . . . 19 20 2 . . . . 2&2 . . . . . . . . . 2#3. :A . . . . 5 n ro r- r. rl_ 0 0 0 0 0 n r�l 0 0 0 0 r-% O 0) 0) c%4 (o (00) 0) 0) 0) 0) N clq cq N N 0 (D csJ w (o N 0 to r,: r--� h rQ6 (6 (6 (6 (6 to ui ui ui ui 4 ui 0 to Lo Lo Lo Lo Lo Lo Lo Lo Lo U) Lo to 0 L0 to to r7 n n to ro r-r) to to F- n >: 5 cj 5 > > > Ld ujw > > > > w F- w w W cl� uj w w w _j w w -r UJ -i _j -j -i c� I I -i I V) V) UJ U.J W _j -J �j -i -j _j -J w Li I.1,! w m w w < W UJ w w w < w w w w < uJ w w Ld Ci - I - I - 3; - Ld 3: 11:4 v- 00 0000 00 14- (6 cli C4 cNi 0500- to 0 0 N N tl- N Lo LL- N N N u- co vl- Ir- c� 0� 0� OR V7 T7 - -j 0 vi 0 rei Z n �v- V- Z 0 1 N z CO z 0000 z z z ci vi vi 0 ui z z 't L0 LO z 0 ui t4") ui ui T- v- _j -J 5 04 Lo Lr) oo qq- 14- 00 Z n N C14 to ff) pr) 0 < 0 v- 0 v- CL n + +r + + 0 + + a- + + + + + + + + + CL + < + + a- + + a- + In- + a- + bo- + + + 0 0 10- 0 0 00 T- n 110 fle) 14- L0 co W CT) 0) v- N --d- I- L0 F- T- F- (o F- (-,4 LJLJ (N (N 04 Z v- LLJ v- LLJ T- v- Ld Ir- Ld v- LJ Tl- Ljj v- LLJ v- LLJ ui v- It- T N -i -j -i -i V) C) C7 Q ci o . . 5 t� 0 0 < 0 < F- < < <e Ld < < Ld < w < < w Ld < < Ld -ci -9i w <� LLI <i -ci li L&J F- Z F- z F- F- Z F- Z F- Z F- F- F- F- F- F- Z F- z F- F- F- F- Z F- X F- F- F- F- F- F- F- F- F- F- F- 20' F- F- F- F- < F- < m V) < V) < V) V) < U) < (f) < V) (() V) (f) U) V) < U) < V) U) (1) V) < V) CL U) U) U) U) U) V) U) to (10 V) V) < U) (n U) (/) m (f) m 47.84 LF WALL SECTION 5 64.66 LF WALL SECTION 2 735.90 LF WALL SECTION 1 PUBLIC WALL WALL PROFILE SCALE: HORZ. 1" = 501 VERT. 1" = 5' 578.82 LF WALL SECTION 2 CONSTRUCTION NOTES* O SEE SHEET 12 FOR SIGN WALL DETAIL. Scanneei DN/II By co U) 71 0 v) uj C> I--,' C6 C> C3 cr- uj • uj Ck� 0- C> co C) I 0 U-1-j E V-11-1 RJD C,`J,11 Ik/J- SJE-, R 5- 2 yam+ h� CURVE DATA CURVE RADIUS LENGTH DELTA TANGENT C5 247.86 66.02' 1515'45" 33.21' C6 352.0' 110.64' 18'00'35" 55.78' C7 1045.0' 51.36' 02'48958" 25.69' C8 1045.0' 43.55' 02'23'15" 21.78' FT 356.50 v 4 W Q MATCH POINT - MATCH WALL ON SHEET 2 Y ` °,_ r' � to •�- w ii STA. 25 +55. \ \ m n �- �, w 20 C.L. C L. CHAMBER BLVD, 45.0 RT = / Sj6� �. \ W > cr STA. 25 +00.00 WALL � � F-- w J © tc� > � � Ild- X m si 6 "1 X: m w m ul FP 356 ! '`��, E . J ,� m LLJ oc �- ca m ' FP 356.7 • �s� ^� _, cv °r° m v '`c c3 d d � s m m W m \, 1' �-- J d � W C j 3 cj a� m cr, 0 00 W V -j t My U ,i d U • J.t '� _ m <C W ~ r w h a- .+. + I-- C3 J p CN m J d : = DD W ANGLE POINT °- m Q Z XN i tc�s ,� /,ad - 4 d N 3 V g W ` � ~ V W U J : - - ..,.�� N flf �t' C14 Z dco- d' t n { V V • '� -� d U Jj `� / .. a STA. 27 +42.95 C.L. CHAMBER BLVD, 45.0 RT � - -,� - - + t to t� o 0) N N r7 Jac W �, mm: STA. 26 +87.84 WALL !' O'er �`� E4�W °� r-�� «� Co--, c» i. a" + "- ,r-= r- 0° c3 t c.v a' J ` -� .. `� C.j N + F` mot- M M to I� Z rri cC3 { Q -.J L5 d cn cn .J o �`�- �"� � - N M Z ©h `W �- p r-- rr? � tL3 r7 m ?' t M J d 4 0) ---� tL + + O 00 t-- U OD �j d -�' �- _ Q N a- -f • + F-- Z m t 00 }._ to C" CU �► _ f . • ^ Z �--- I- W s 3 W?. �d cn (n J --UJ �j + -+• -- -� .•-- to �- Z I- I- W � M � t� Z � + � � 1'7 0 !� t � � FP 356.60 ©5 7� d m Q z Id- F`c- z �- --c1• M W '? - -`���0 cv a- L i � Z C4 vr) _ _ -- --- - �.. �J Z I-- I�- d Ln � W -J . a. + - +� z BANGLE POINT - B.C. �; � <c cn cn � d cn co W a + + 3 ~ Z z V) (n r i M (D ,�t a r r cn- STA. 27 +60. .. 30 d cn cn Z- t- W 87 C L CHAMBER BLVD, 65.85 RT = h� 45 ' LII`tF ac cn in 0 Q <C d cn cn J ._ . .. °� O SIGHT �-- �-- c.� d d :3 . STA. 21 +15.99 MALL � �� <r cn cn cn cn `-ANGLE POINT - E.C.. , lie STA. 27 +50.16 C.L. CHAMBER BLVD, 130.62' RT = STA. 21 +82.01 WALE.. `� EL6 ANGLE POINT STA. 27 +48.78 C.L. CHAMBER BLVD, 135.53' RT - 0 STA. 27 +87.16 WALL y 6s 14' 8' to i,- iI aw II ,✓ $ ; J m ac W M m <C ` b. \\J °TM. J IYl U � q •d 1 00 C4 CR co co `°- 0+4 C+O W N N� W. N N d d J w 36 4 �ii . • 362... 3601•.• i 35!8: • w 1 356:.. 354:..,_ 352,..... 350L.... SIDEWALK TYPICAL SEC77ON rXI SCALE 1" = 5' 3 SEE SHEET 1 FOR WAIL DETAILS 0 19.17 LF WALL SECTION 4 tt II w ti p w L J t t w w Co W W m m w W m W 5-' Q FT 356.50 v 4 W Q MATCH POINT - MATCH WALL ON SHEET 2 Y ` °,_ r' � to •�- w ii STA. 25 +55. \ \ m n �- �, w 20 C.L. C L. CHAMBER BLVD, 45.0 RT = / Sj6� �. \ W > cr STA. 25 +00.00 WALL � � F-- w J © tc� > � � Ild- X m si 6 "1 X: m w m ul FP 356 ! '`��, E . J ,� m LLJ oc �- ca m ' FP 356.7 • �s� ^� _, cv °r° m v '`c c3 d d � s m m W m \, 1' �-- J d � W C j 3 cj a� m cr, 0 00 W V -j t My U ,i d U • J.t '� _ m <C W ~ r w h a- .+. + I-- C3 J p CN m J d : = DD W ANGLE POINT °- m Q Z XN i tc�s ,� /,ad - 4 d N 3 V g W ` � ~ V W U J : - - ..,.�� N flf �t' C14 Z dco- d' t n { V V • '� -� d U Jj `� / .. a STA. 27 +42.95 C.L. CHAMBER BLVD, 45.0 RT � - -,� - - + t to t� o 0) N N r7 Jac W �, mm: STA. 26 +87.84 WALL !' O'er �`� E4�W °� r-�� «� Co--, c» i. a" + "- ,r-= r- 0° c3 t c.v a' J ` -� .. `� C.j N + F` mot- M M to I� Z rri cC3 { Q -.J L5 d cn cn .J o �`�- �"� � - N M Z ©h `W �- p r-- rr? � tL3 r7 m ?' t M J d 4 0) ---� tL + + O 00 t-- U OD �j d -�' �- _ Q N a- -f • + F-- Z m t 00 }._ to C" CU �► _ f . • ^ Z �--- I- W s 3 W?. �d cn (n J --UJ �j + -+• -- -� .•-- to �- Z I- I- W � M � t� Z � + � � 1'7 0 !� t � � FP 356.60 ©5 7� d m Q z Id- F`c- z �- --c1• M W '? - -`���0 cv a- L i � Z C4 vr) _ _ -- --- - �.. �J Z I-- I�- d Ln � W -J . a. + - +� z BANGLE POINT - B.C. �; � <c cn cn � d cn co W a + + 3 ~ Z z V) (n r i M (D ,�t a r r cn- STA. 27 +60. .. 30 d cn cn Z- t- W 87 C L CHAMBER BLVD, 65.85 RT = h� 45 ' LII`tF ac cn in 0 Q <C d cn cn J ._ . .. °� O SIGHT �-- �-- c.� d d :3 . STA. 21 +15.99 MALL � �� <r cn cn cn cn `-ANGLE POINT - E.C.. , lie STA. 27 +50.16 C.L. CHAMBER BLVD, 130.62' RT = STA. 21 +82.01 WALE.. `� EL6 ANGLE POINT STA. 27 +48.78 C.L. CHAMBER BLVD, 135.53' RT - 0 STA. 27 +87.16 WALL y 6s 14' 8' to i,- iI aw II ,✓ $ ; J m ac W M m <C ` b. \\J °TM. J IYl U � q •d 1 00 C4 CR co co `°- 0+4 C+O W N N� W. N N d d J w 36 4 �ii . • 362... 3601•.• i 35!8: • w 1 356:.. 354:..,_ 352,..... 350L.... SIDEWALK TYPICAL SEC77ON rXI SCALE 1" = 5' 3 SEE SHEET 1 FOR WAIL DETAILS 0 19.17 LF WALL SECTION 4 W Jd Z OD 00 to 00 U3 O I- OD t0 IZ N M 'q- ' J © to V d d W o+0 o d cn cJri J N F-- Z Q 0 W cn O.. J Cj di 1� 11 r: it II © o Lo tMn o~c w w w I1 b 9 9 V_� m m Ih to w w m m J JJ mW Iz V J Q m ryW� ■.. J Q ' -< Q Q V 3 U � = U U co � 0� � -1 J -i ° C 04 00 M 0) Q d' r C-5 3 3 .+. + 0- + + %- M p M Cp�JM W Nei Z �t7 zp-.m Z ao Q Off) ++ + 0- + + per, 0) Cl Ch Cn d (I') W N Ki W M W � Q� Z Id -•I- -• CJ? Q cn ! d t!) cn L ' 1 ` 1 C - A = 22Q'01 1 ii It cr- " w p C7 cr to Lo O p IN- / to Ld: V 7 Y J m m pw Qw rrj w m J J ui m mm •, I.L. GC J V U m 'd mi a p _ V3 (3 J U� rn Oa 0) OD -j 4 -� d co 0� Z oO to N U3 U3 U J O tto tto 1^. � i� � ..,� <JC to I-- ©N a- Cl z �i Z o0 o tJ $ M� W MM QN �'� Coco J + + CL + + F- CC> r� 1 Q c is i W rim co U} to " ¢ �-1 F- 41 a- + �+ < l! t! d !n v) W MM I •J � Q W cn CHAMBER BOULEVARD PLAN VIEW SCALE: 1" = 50' T = 211 if L21 Pei to p M J m W m m �y .W d oa d !< V``S Jd to OR M V 3 �to v- ccLc) + + qd- - - M rim 0 N *� Ll. W Ljj E1) In "'•� . CD td-- Id- � d cn cn d NOTES: O ALL STATIONS AND OFFSETS ARE TO THE BACK OF WALL (LOT SIDE) UNLESS NOTED OTHERWISE. O 2 STATIONS AND OFFSETS ARE TO THE FRONT OF WALL (STREET SIDE) FOR THIS SECTION OF VIEW FENCE. WALL DATA CALCULATED TO PROPERTY LINE. UNLESS OTHERWISE NOTED. SEE SHEET 1 FOR SECTION DETAILS. WALL PROFILE SCALE: HORZ. 1" = 50' VERT. 1" = 5' 450' LINE OF SIGH T O t _ t � I- C to O � tt • ' • CD w 0s w m U cri it W u- ii Q W a OcD w U 3 W Lr J U m N K ±1 -j -j M W N $w - 2 cn N •- J i V d w d 3 co . o N > # Q Z CV e- V J -•-t U-) U) + + -- Ix W C4 III U 3 W co to Z F- F- 00 Z cn vi P- + + J tl. M Lo r) " Z f �'' dcn l�ojn a ti ,,, A C) Ild- �/ +"� + f co Id-- d cn cn LINE DATA LINE LENGTH BEARING L5 28.15' S31007957 "W L6 5.15' N88'45'18 "W L7 19.17' S01014'42 "W L8 4.81' S88045'18 "E L9 26.36' S65'24950''E L10 8.00' S62'33'41 "W L11 16.00 527'26219 "E L12 8.00' S59*17'48 "W L13 16.00' S30'421127E L14 8.00' S56'01'55 "W L15 16.00' S33'58'05"E L16 8.00' S52046'01 "W L17 16.00' 53713159 'E L18 8.00' S49030'08 "W L19 16.00' S40'29'52 "E L20 8.00' S4614'14 "W L21 16.00' 543'45146 "E L22 27.27' SO4 *02941 "E L23 19.24' S51 '03"50"E L24 27.27' N8155101 "E 0 V/1 -I . . .......... . r r Jr. '�r ANGLE POINT BEGIN CURVE -- MATCH POINT t� STA. 34 +23.00 C.L. CHAMBER BLVD, 45.0' RT = STA. 38 +53.33 WALL MATCH WALL ON SHEET 4 od ANGLE POINT W "{ STA. 34 +04.25 C.L. CHAMBER BLVD, 63.78' RT STA. 38 +26.06 WALL vo N, ro 1 �� 1 L ANGLE POINT - t 4 STA. 34 +01.11 C.L. CHAMBER BLVD, 132.44' RT c� STA. 37 +57.31 WALL Z 0 u- 7 7 MEANDERING SIDEWALK LEGEND: ABBREVIATIONS DESCRIPTIONS CL CENTERLINE RT RIGHT OF CENTERLINE LT LEFT OF CENTERLINE BC BEGIN CURVE EC END CURVE PC POINT ON CURVE PCC POINT OF COMPOUND CURVE PRC POINT OF REVERSE CURVE LF LINEAL FEET STA STATION ELEV ELEVATION PA PROPERTY LINE R/W RIGHT OF WAY TW TOP OF WALL RAD RADIAL BEARING Ft FLOWUNE ELEVATION LS LANDSCAPE ELEVATION R RADIUS OF CURVE T TANGENT OF CURVE L LENGTH OF CURVE A DEGREE OF CURVE TC TOP OF CONCRETE, TOP OF CURB Q LL 0 14' 0 61 8' F ..•I W En LANDSCAPE AREA d Raw NN TYPICAL SEC77ON rB"NIIIIIIIIIIIIIII\ SCALE.- 1 " = 5' 3 SEE SHEET 1 FOR WALL DETAILS -PILASTER (BEYOND) -- °-UtEW FENCE (SEE DETAIL ON SHEET 11 ) PARK„-1cA' P E --f ---6" x 6" MOW CURB (SEE SHEET 11) FINISHED GRADE ., • . ., . ." . . .366 AD � • � • a • • • .. r . .• . • . 03fi (jam t d • • 0 • . V) �r 8 • • . r • r r i . • . • •362 . w 00 {/�/ •• . • • • • . I._ ► r . . •360 • w o . • ••. . . • • • . :358 LANDSCA E • ;GRADE PAD • .... MADE ..:356 • . • .... -354 0 . , S=O% • • . _352 --F4.OIMJNE 8 . .. .. . . . . ,350 0 °o I'7 Mi Lo Lo co > >> w LIJ -iz w as w w ct; r�i n CL 00 Q- 0000 W pe) Ir ZN�-- ZH�d d d I V) U) :2 27.27 LF WALL SECTION 4 fl I NO M 3 V) z 0 > h of �JX C> W C o �; CL W ui C- <�� co C tt II w ti p w L J t t w w Co W W m m w W m W 5-' Q Q LLJ Z t to J m W W J JQ < m m U U3 �J 1� 11 r: it II © o Lo tMn o~c w w w I1 b 9 9 V_� m m Ih to w w m m J JJ mW Iz V J Q m ryW� ■.. J Q ' -< Q Q V 3 U � = U U co � 0� � -1 J -i ° C 04 00 M 0) Q d' r C-5 3 3 .+. + 0- + + %- M p M Cp�JM W Nei Z �t7 zp-.m Z ao Q Off) ++ + 0- + + per, 0) Cl Ch Cn d (I') W N Ki W M W � Q� Z Id -•I- -• CJ? Q cn ! d t!) cn L ' 1 ` 1 C - A = 22Q'01 1 ii It cr- " w p C7 cr to Lo O p IN- / to Ld: V 7 Y J m m pw Qw rrj w m J J ui m mm •, I.L. GC J V U m 'd mi a p _ V3 (3 J U� rn Oa 0) OD -j 4 -� d co 0� Z oO to N U3 U3 U J O tto tto 1^. � i� � ..,� <JC to I-- ©N a- Cl z �i Z o0 o tJ $ M� W MM QN �'� Coco J + + CL + + F- CC> r� 1 Q c is i W rim co U} to " ¢ �-1 F- 41 a- + �+ < l! t! d !n v) W MM I •J � Q W cn CHAMBER BOULEVARD PLAN VIEW SCALE: 1" = 50' T = 211 if L21 Pei to p M J m W m m �y .W d oa d !< V``S Jd to OR M V 3 �to v- ccLc) + + qd- - - M rim 0 N *� Ll. W Ljj E1) In "'•� . CD td-- Id- � d cn cn d NOTES: O ALL STATIONS AND OFFSETS ARE TO THE BACK OF WALL (LOT SIDE) UNLESS NOTED OTHERWISE. O 2 STATIONS AND OFFSETS ARE TO THE FRONT OF WALL (STREET SIDE) FOR THIS SECTION OF VIEW FENCE. WALL DATA CALCULATED TO PROPERTY LINE. UNLESS OTHERWISE NOTED. SEE SHEET 1 FOR SECTION DETAILS. WALL PROFILE SCALE: HORZ. 1" = 50' VERT. 1" = 5' 450' LINE OF SIGH T O t _ t � I- C to O � tt • ' • CD w 0s w m U cri it W u- ii Q W a OcD w U 3 W Lr J U m N K ±1 -j -j M W N $w - 2 cn N •- J i V d w d 3 co . o N > # Q Z CV e- V J -•-t U-) U) + + -- Ix W C4 III U 3 W co to Z F- F- 00 Z cn vi P- + + J tl. M Lo r) " Z f �'' dcn l�ojn a ti ,,, A C) Ild- �/ +"� + f co Id-- d cn cn LINE DATA LINE LENGTH BEARING L5 28.15' S31007957 "W L6 5.15' N88'45'18 "W L7 19.17' S01014'42 "W L8 4.81' S88045'18 "E L9 26.36' S65'24950''E L10 8.00' S62'33'41 "W L11 16.00 527'26219 "E L12 8.00' S59*17'48 "W L13 16.00' S30'421127E L14 8.00' S56'01'55 "W L15 16.00' S33'58'05"E L16 8.00' S52046'01 "W L17 16.00' 53713159 'E L18 8.00' S49030'08 "W L19 16.00' S40'29'52 "E L20 8.00' S4614'14 "W L21 16.00' 543'45146 "E L22 27.27' SO4 *02941 "E L23 19.24' S51 '03"50"E L24 27.27' N8155101 "E 0 V/1 -I . . .......... . r r Jr. '�r ANGLE POINT BEGIN CURVE -- MATCH POINT t� STA. 34 +23.00 C.L. CHAMBER BLVD, 45.0' RT = STA. 38 +53.33 WALL MATCH WALL ON SHEET 4 od ANGLE POINT W "{ STA. 34 +04.25 C.L. CHAMBER BLVD, 63.78' RT STA. 38 +26.06 WALL vo N, ro 1 �� 1 L ANGLE POINT - t 4 STA. 34 +01.11 C.L. CHAMBER BLVD, 132.44' RT c� STA. 37 +57.31 WALL Z 0 u- 7 7 MEANDERING SIDEWALK LEGEND: ABBREVIATIONS DESCRIPTIONS CL CENTERLINE RT RIGHT OF CENTERLINE LT LEFT OF CENTERLINE BC BEGIN CURVE EC END CURVE PC POINT ON CURVE PCC POINT OF COMPOUND CURVE PRC POINT OF REVERSE CURVE LF LINEAL FEET STA STATION ELEV ELEVATION PA PROPERTY LINE R/W RIGHT OF WAY TW TOP OF WALL RAD RADIAL BEARING Ft FLOWUNE ELEVATION LS LANDSCAPE ELEVATION R RADIUS OF CURVE T TANGENT OF CURVE L LENGTH OF CURVE A DEGREE OF CURVE TC TOP OF CONCRETE, TOP OF CURB Q LL 0 14' 0 61 8' F ..•I W En LANDSCAPE AREA d Raw NN TYPICAL SEC77ON rB"NIIIIIIIIIIIIIII\ SCALE.- 1 " = 5' 3 SEE SHEET 1 FOR WALL DETAILS -PILASTER (BEYOND) -- °-UtEW FENCE (SEE DETAIL ON SHEET 11 ) PARK„-1cA' P E --f ---6" x 6" MOW CURB (SEE SHEET 11) FINISHED GRADE ., • . ., . ." . . .366 AD � • � • a • • • .. r . .• . • . 03fi (jam t d • • 0 • . V) �r 8 • • . r • r r i . • . • •362 . w 00 {/�/ •• . • • • • . I._ ► r . . •360 • w o . • ••. . . • • • . :358 LANDSCA E • ;GRADE PAD • .... MADE ..:356 • . • .... -354 0 . , S=O% • • . _352 --F4.OIMJNE 8 . .. .. . . . . ,350 0 °o I'7 Mi Lo Lo co > >> w LIJ -iz w as w w ct; r�i n CL 00 Q- 0000 W pe) Ir ZN�-- ZH�d d d I V) U) :2 27.27 LF WALL SECTION 4 fl I NO M 3 V) z 0 > h of �JX C> W C o �; CL W ui C- <�� co C L ' 1 ` 1 C - A = 22Q'01 1 ii It cr- " w p C7 cr to Lo O p IN- / to Ld: V 7 Y J m m pw Qw rrj w m J J ui m mm •, I.L. GC J V U m 'd mi a p _ V3 (3 J U� rn Oa 0) OD -j 4 -� d co 0� Z oO to N U3 U3 U J O tto tto 1^. � i� � ..,� <JC to I-- ©N a- Cl z �i Z o0 o tJ $ M� W MM QN �'� Coco J + + CL + + F- CC> r� 1 Q c is i W rim co U} to " ¢ �-1 F- 41 a- + �+ < l! t! d !n v) W MM I •J � Q W cn CHAMBER BOULEVARD PLAN VIEW SCALE: 1" = 50' T = 211 if L21 Pei to p M J m W m m �y .W d oa d !< V``S Jd to OR M V 3 �to v- ccLc) + + qd- - - M rim 0 N *� Ll. W Ljj E1) In "'•� . CD td-- Id- � d cn cn d NOTES: O ALL STATIONS AND OFFSETS ARE TO THE BACK OF WALL (LOT SIDE) UNLESS NOTED OTHERWISE. O 2 STATIONS AND OFFSETS ARE TO THE FRONT OF WALL (STREET SIDE) FOR THIS SECTION OF VIEW FENCE. WALL DATA CALCULATED TO PROPERTY LINE. UNLESS OTHERWISE NOTED. SEE SHEET 1 FOR SECTION DETAILS. WALL PROFILE SCALE: HORZ. 1" = 50' VERT. 1" = 5' 450' LINE OF SIGH T O t _ t � I- C to O � tt • ' • CD w 0s w m U cri it W u- ii Q W a OcD w U 3 W Lr J U m N K ±1 -j -j M W N $w - 2 cn N •- J i V d w d 3 co . o N > # Q Z CV e- V J -•-t U-) U) + + -- Ix W C4 III U 3 W co to Z F- F- 00 Z cn vi P- + + J tl. M Lo r) " Z f �'' dcn l�ojn a ti ,,, A C) Ild- �/ +"� + f co Id-- d cn cn LINE DATA LINE LENGTH BEARING L5 28.15' S31007957 "W L6 5.15' N88'45'18 "W L7 19.17' S01014'42 "W L8 4.81' S88045'18 "E L9 26.36' S65'24950''E L10 8.00' S62'33'41 "W L11 16.00 527'26219 "E L12 8.00' S59*17'48 "W L13 16.00' S30'421127E L14 8.00' S56'01'55 "W L15 16.00' S33'58'05"E L16 8.00' S52046'01 "W L17 16.00' 53713159 'E L18 8.00' S49030'08 "W L19 16.00' S40'29'52 "E L20 8.00' S4614'14 "W L21 16.00' 543'45146 "E L22 27.27' SO4 *02941 "E L23 19.24' S51 '03"50"E L24 27.27' N8155101 "E 0 V/1 -I . . .......... . r r Jr. '�r ANGLE POINT BEGIN CURVE -- MATCH POINT t� STA. 34 +23.00 C.L. CHAMBER BLVD, 45.0' RT = STA. 38 +53.33 WALL MATCH WALL ON SHEET 4 od ANGLE POINT W "{ STA. 34 +04.25 C.L. CHAMBER BLVD, 63.78' RT STA. 38 +26.06 WALL vo N, ro 1 �� 1 L ANGLE POINT - t 4 STA. 34 +01.11 C.L. CHAMBER BLVD, 132.44' RT c� STA. 37 +57.31 WALL Z 0 u- 7 7 MEANDERING SIDEWALK LEGEND: ABBREVIATIONS DESCRIPTIONS CL CENTERLINE RT RIGHT OF CENTERLINE LT LEFT OF CENTERLINE BC BEGIN CURVE EC END CURVE PC POINT ON CURVE PCC POINT OF COMPOUND CURVE PRC POINT OF REVERSE CURVE LF LINEAL FEET STA STATION ELEV ELEVATION PA PROPERTY LINE R/W RIGHT OF WAY TW TOP OF WALL RAD RADIAL BEARING Ft FLOWUNE ELEVATION LS LANDSCAPE ELEVATION R RADIUS OF CURVE T TANGENT OF CURVE L LENGTH OF CURVE A DEGREE OF CURVE TC TOP OF CONCRETE, TOP OF CURB Q LL 0 14' 0 61 8' F ..•I W En LANDSCAPE AREA d Raw NN TYPICAL SEC77ON rB"NIIIIIIIIIIIIIII\ SCALE.- 1 " = 5' 3 SEE SHEET 1 FOR WALL DETAILS -PILASTER (BEYOND) -- °-UtEW FENCE (SEE DETAIL ON SHEET 11 ) PARK„-1cA' P E --f ---6" x 6" MOW CURB (SEE SHEET 11) FINISHED GRADE ., • . ., . ." . . .366 AD � • � • a • • • .. r . .• . • . 03fi (jam t d • • 0 • . V) �r 8 • • . r • r r i . • . • •362 . w 00 {/�/ •• . • • • • . I._ ► r . . •360 • w o . • ••. . . • • • . :358 LANDSCA E • ;GRADE PAD • .... MADE ..:356 • . • .... -354 0 . , S=O% • • . _352 --F4.OIMJNE 8 . .. .. . . . . ,350 0 °o I'7 Mi Lo Lo co > >> w LIJ -iz w as w w ct; r�i n CL 00 Q- 0000 W pe) Ir ZN�-- ZH�d d d I V) U) :2 27.27 LF WALL SECTION 4 fl I NO M 3 V) z 0 > h of �JX C> W C o �; CL W ui C- <�� co C CHAMBER BOULEVARD PLAN VIEW SCALE: 1" = 50' T = 211 if L21 Pei to p M J m W m m �y .W d oa d !< V``S Jd to OR M V 3 �to v- ccLc) + + qd- - - M rim 0 N *� Ll. W Ljj E1) In "'•� . CD td-- Id- � d cn cn d NOTES: O ALL STATIONS AND OFFSETS ARE TO THE BACK OF WALL (LOT SIDE) UNLESS NOTED OTHERWISE. O 2 STATIONS AND OFFSETS ARE TO THE FRONT OF WALL (STREET SIDE) FOR THIS SECTION OF VIEW FENCE. WALL DATA CALCULATED TO PROPERTY LINE. UNLESS OTHERWISE NOTED. SEE SHEET 1 FOR SECTION DETAILS. WALL PROFILE SCALE: HORZ. 1" = 50' VERT. 1" = 5' 450' LINE OF SIGH T O t _ t � I- C to O � tt • ' • CD w 0s w m U cri it W u- ii Q W a OcD w U 3 W Lr J U m N K ±1 -j -j M W N $w - 2 cn N •- J i V d w d 3 co . o N > # Q Z CV e- V J -•-t U-) U) + + -- Ix W C4 III U 3 W co to Z F- F- 00 Z cn vi P- + + J tl. M Lo r) " Z f �'' dcn l�ojn a ti ,,, A C) Ild- �/ +"� + f co Id-- d cn cn LINE DATA LINE LENGTH BEARING L5 28.15' S31007957 "W L6 5.15' N88'45'18 "W L7 19.17' S01014'42 "W L8 4.81' S88045'18 "E L9 26.36' S65'24950''E L10 8.00' S62'33'41 "W L11 16.00 527'26219 "E L12 8.00' S59*17'48 "W L13 16.00' S30'421127E L14 8.00' S56'01'55 "W L15 16.00' S33'58'05"E L16 8.00' S52046'01 "W L17 16.00' 53713159 'E L18 8.00' S49030'08 "W L19 16.00' S40'29'52 "E L20 8.00' S4614'14 "W L21 16.00' 543'45146 "E L22 27.27' SO4 *02941 "E L23 19.24' S51 '03"50"E L24 27.27' N8155101 "E 0 V/1 -I . . .......... . r r Jr. '�r ANGLE POINT BEGIN CURVE -- MATCH POINT t� STA. 34 +23.00 C.L. CHAMBER BLVD, 45.0' RT = STA. 38 +53.33 WALL MATCH WALL ON SHEET 4 od ANGLE POINT W "{ STA. 34 +04.25 C.L. CHAMBER BLVD, 63.78' RT STA. 38 +26.06 WALL vo N, ro 1 �� 1 L ANGLE POINT - t 4 STA. 34 +01.11 C.L. CHAMBER BLVD, 132.44' RT c� STA. 37 +57.31 WALL Z 0 u- 7 7 MEANDERING SIDEWALK LEGEND: ABBREVIATIONS DESCRIPTIONS CL CENTERLINE RT RIGHT OF CENTERLINE LT LEFT OF CENTERLINE BC BEGIN CURVE EC END CURVE PC POINT ON CURVE PCC POINT OF COMPOUND CURVE PRC POINT OF REVERSE CURVE LF LINEAL FEET STA STATION ELEV ELEVATION PA PROPERTY LINE R/W RIGHT OF WAY TW TOP OF WALL RAD RADIAL BEARING Ft FLOWUNE ELEVATION LS LANDSCAPE ELEVATION R RADIUS OF CURVE T TANGENT OF CURVE L LENGTH OF CURVE A DEGREE OF CURVE TC TOP OF CONCRETE, TOP OF CURB Q LL 0 14' 0 61 8' F ..•I W En LANDSCAPE AREA d Raw NN TYPICAL SEC77ON rB"NIIIIIIIIIIIIIII\ SCALE.- 1 " = 5' 3 SEE SHEET 1 FOR WALL DETAILS -PILASTER (BEYOND) -- °-UtEW FENCE (SEE DETAIL ON SHEET 11 ) PARK„-1cA' P E --f ---6" x 6" MOW CURB (SEE SHEET 11) FINISHED GRADE ., • . ., . ." . . .366 AD � • � • a • • • .. r . .• . • . 03fi (jam t d • • 0 • . V) �r 8 • • . r • r r i . • . • •362 . w 00 {/�/ •• . • • • • . I._ ► r . . •360 • w o . • ••. . . • • • . :358 LANDSCA E • ;GRADE PAD • .... MADE ..:356 • . • .... -354 0 . , S=O% • • . _352 --F4.OIMJNE 8 . .. .. . . . . ,350 0 °o I'7 Mi Lo Lo co > >> w LIJ -iz w as w w ct; r�i n CL 00 Q- 0000 W pe) Ir ZN�-- ZH�d d d I V) U) :2 27.27 LF WALL SECTION 4 fl I NO M 3 V) z 0 > h of �JX C> W C o �; CL W ui C- <�� co C NOTES: O ALL STATIONS AND OFFSETS ARE TO THE BACK OF WALL (LOT SIDE) UNLESS NOTED OTHERWISE. O 2 STATIONS AND OFFSETS ARE TO THE FRONT OF WALL (STREET SIDE) FOR THIS SECTION OF VIEW FENCE. WALL DATA CALCULATED TO PROPERTY LINE. UNLESS OTHERWISE NOTED. SEE SHEET 1 FOR SECTION DETAILS. WALL PROFILE SCALE: HORZ. 1" = 50' VERT. 1" = 5' 450' LINE OF SIGH T O t _ t � I- C to O � tt • ' • CD w 0s w m U cri it W u- ii Q W a OcD w U 3 W Lr J U m N K ±1 -j -j M W N $w - 2 cn N •- J i V d w d 3 co . o N > # Q Z CV e- V J -•-t U-) U) + + -- Ix W C4 III U 3 W co to Z F- F- 00 Z cn vi P- + + J tl. M Lo r) " Z f �'' dcn l�ojn a ti ,,, A C) Ild- �/ +"� + f co Id-- d cn cn LINE DATA LINE LENGTH BEARING L5 28.15' S31007957 "W L6 5.15' N88'45'18 "W L7 19.17' S01014'42 "W L8 4.81' S88045'18 "E L9 26.36' S65'24950''E L10 8.00' S62'33'41 "W L11 16.00 527'26219 "E L12 8.00' S59*17'48 "W L13 16.00' S30'421127E L14 8.00' S56'01'55 "W L15 16.00' S33'58'05"E L16 8.00' S52046'01 "W L17 16.00' 53713159 'E L18 8.00' S49030'08 "W L19 16.00' S40'29'52 "E L20 8.00' S4614'14 "W L21 16.00' 543'45146 "E L22 27.27' SO4 *02941 "E L23 19.24' S51 '03"50"E L24 27.27' N8155101 "E 0 V/1 -I . . .......... . r r Jr. '�r ANGLE POINT BEGIN CURVE -- MATCH POINT t� STA. 34 +23.00 C.L. CHAMBER BLVD, 45.0' RT = STA. 38 +53.33 WALL MATCH WALL ON SHEET 4 od ANGLE POINT W "{ STA. 34 +04.25 C.L. CHAMBER BLVD, 63.78' RT STA. 38 +26.06 WALL vo N, ro 1 �� 1 L ANGLE POINT - t 4 STA. 34 +01.11 C.L. CHAMBER BLVD, 132.44' RT c� STA. 37 +57.31 WALL Z 0 u- 7 7 MEANDERING SIDEWALK LEGEND: ABBREVIATIONS DESCRIPTIONS CL CENTERLINE RT RIGHT OF CENTERLINE LT LEFT OF CENTERLINE BC BEGIN CURVE EC END CURVE PC POINT ON CURVE PCC POINT OF COMPOUND CURVE PRC POINT OF REVERSE CURVE LF LINEAL FEET STA STATION ELEV ELEVATION PA PROPERTY LINE R/W RIGHT OF WAY TW TOP OF WALL RAD RADIAL BEARING Ft FLOWUNE ELEVATION LS LANDSCAPE ELEVATION R RADIUS OF CURVE T TANGENT OF CURVE L LENGTH OF CURVE A DEGREE OF CURVE TC TOP OF CONCRETE, TOP OF CURB Q LL 0 14' 0 61 8' F ..•I W En LANDSCAPE AREA d Raw NN TYPICAL SEC77ON rB"NIIIIIIIIIIIIIII\ SCALE.- 1 " = 5' 3 SEE SHEET 1 FOR WALL DETAILS -PILASTER (BEYOND) -- °-UtEW FENCE (SEE DETAIL ON SHEET 11 ) PARK„-1cA' P E --f ---6" x 6" MOW CURB (SEE SHEET 11) FINISHED GRADE ., • . ., . ." . . .366 AD � • � • a • • • .. r . .• . • . 03fi (jam t d • • 0 • . V) �r 8 • • . r • r r i . • . • •362 . w 00 {/�/ •• . • • • • . I._ ► r . . •360 • w o . • ••. . . • • • . :358 LANDSCA E • ;GRADE PAD • .... MADE ..:356 • . • .... -354 0 . , S=O% • • . _352 --F4.OIMJNE 8 . .. .. . . . . ,350 0 °o I'7 Mi Lo Lo co > >> w LIJ -iz w as w w ct; r�i n CL 00 Q- 0000 W pe) Ir ZN�-- ZH�d d d I V) U) :2 27.27 LF WALL SECTION 4 fl I NO M 3 V) z 0 > h of �JX C> W C o �; CL W ui C- <�� co C LINE DATA LINE LENGTH BEARING L5 28.15' S31007957 "W L6 5.15' N88'45'18 "W L7 19.17' S01014'42 "W L8 4.81' S88045'18 "E L9 26.36' S65'24950''E L10 8.00' S62'33'41 "W L11 16.00 527'26219 "E L12 8.00' S59*17'48 "W L13 16.00' S30'421127E L14 8.00' S56'01'55 "W L15 16.00' S33'58'05"E L16 8.00' S52046'01 "W L17 16.00' 53713159 'E L18 8.00' S49030'08 "W L19 16.00' S40'29'52 "E L20 8.00' S4614'14 "W L21 16.00' 543'45146 "E L22 27.27' SO4 *02941 "E L23 19.24' S51 '03"50"E L24 27.27' N8155101 "E 0 V/1 -I . . .......... . r r Jr. '�r ANGLE POINT BEGIN CURVE -- MATCH POINT t� STA. 34 +23.00 C.L. CHAMBER BLVD, 45.0' RT = STA. 38 +53.33 WALL MATCH WALL ON SHEET 4 od ANGLE POINT W "{ STA. 34 +04.25 C.L. CHAMBER BLVD, 63.78' RT STA. 38 +26.06 WALL vo N, ro 1 �� 1 L ANGLE POINT - t 4 STA. 34 +01.11 C.L. CHAMBER BLVD, 132.44' RT c� STA. 37 +57.31 WALL Z 0 u- 7 7 MEANDERING SIDEWALK LEGEND: ABBREVIATIONS DESCRIPTIONS CL CENTERLINE RT RIGHT OF CENTERLINE LT LEFT OF CENTERLINE BC BEGIN CURVE EC END CURVE PC POINT ON CURVE PCC POINT OF COMPOUND CURVE PRC POINT OF REVERSE CURVE LF LINEAL FEET STA STATION ELEV ELEVATION PA PROPERTY LINE R/W RIGHT OF WAY TW TOP OF WALL RAD RADIAL BEARING Ft FLOWUNE ELEVATION LS LANDSCAPE ELEVATION R RADIUS OF CURVE T TANGENT OF CURVE L LENGTH OF CURVE A DEGREE OF CURVE TC TOP OF CONCRETE, TOP OF CURB Q LL 0 14' 0 61 8' F ..•I W En LANDSCAPE AREA d Raw NN TYPICAL SEC77ON rB"NIIIIIIIIIIIIIII\ SCALE.- 1 " = 5' 3 SEE SHEET 1 FOR WALL DETAILS -PILASTER (BEYOND) -- °-UtEW FENCE (SEE DETAIL ON SHEET 11 ) PARK„-1cA' P E --f ---6" x 6" MOW CURB (SEE SHEET 11) FINISHED GRADE ., • . ., . ." . . .366 AD � • � • a • • • .. r . .• . • . 03fi (jam t d • • 0 • . V) �r 8 • • . r • r r i . • . • •362 . w 00 {/�/ •• . • • • • . I._ ► r . . •360 • w o . • ••. . . • • • . :358 LANDSCA E • ;GRADE PAD • .... MADE ..:356 • . • .... -354 0 . , S=O% • • . _352 --F4.OIMJNE 8 . .. .. . . . . ,350 0 °o I'7 Mi Lo Lo co > >> w LIJ -iz w as w w ct; r�i n CL 00 Q- 0000 W pe) Ir ZN�-- ZH�d d d I V) U) :2 27.27 LF WALL SECTION 4 fl I NO M 3 V) z 0 > h of �JX C> W C o �; CL W ui C- <�� co C 0 V/1 -I . . .......... . r r Jr. '�r ANGLE POINT BEGIN CURVE -- MATCH POINT t� STA. 34 +23.00 C.L. CHAMBER BLVD, 45.0' RT = STA. 38 +53.33 WALL MATCH WALL ON SHEET 4 od ANGLE POINT W "{ STA. 34 +04.25 C.L. CHAMBER BLVD, 63.78' RT STA. 38 +26.06 WALL vo N, ro 1 �� 1 L ANGLE POINT - t 4 STA. 34 +01.11 C.L. CHAMBER BLVD, 132.44' RT c� STA. 37 +57.31 WALL Z 0 u- 7 7 MEANDERING SIDEWALK LEGEND: ABBREVIATIONS DESCRIPTIONS CL CENTERLINE RT RIGHT OF CENTERLINE LT LEFT OF CENTERLINE BC BEGIN CURVE EC END CURVE PC POINT ON CURVE PCC POINT OF COMPOUND CURVE PRC POINT OF REVERSE CURVE LF LINEAL FEET STA STATION ELEV ELEVATION PA PROPERTY LINE R/W RIGHT OF WAY TW TOP OF WALL RAD RADIAL BEARING Ft FLOWUNE ELEVATION LS LANDSCAPE ELEVATION R RADIUS OF CURVE T TANGENT OF CURVE L LENGTH OF CURVE A DEGREE OF CURVE TC TOP OF CONCRETE, TOP OF CURB Q LL 0 14' 0 61 8' F ..•I W En LANDSCAPE AREA d Raw NN TYPICAL SEC77ON rB"NIIIIIIIIIIIIIII\ SCALE.- 1 " = 5' 3 SEE SHEET 1 FOR WALL DETAILS -PILASTER (BEYOND) -- °-UtEW FENCE (SEE DETAIL ON SHEET 11 ) PARK„-1cA' P E --f ---6" x 6" MOW CURB (SEE SHEET 11) FINISHED GRADE ., • . ., . ." . . .366 AD � • � • a • • • .. r . .• . • . 03fi (jam t d • • 0 • . V) �r 8 • • . r • r r i . • . • •362 . w 00 {/�/ •• . • • • • . I._ ► r . . •360 • w o . • ••. . . • • • . :358 LANDSCA E • ;GRADE PAD • .... MADE ..:356 • . • .... -354 0 . , S=O% • • . _352 --F4.OIMJNE 8 . .. .. . . . . ,350 0 °o I'7 Mi Lo Lo co > >> w LIJ -iz w as w w ct; r�i n CL 00 Q- 0000 W pe) Ir ZN�-- ZH�d d d I V) U) :2 27.27 LF WALL SECTION 4 fl I NO M 3 V) z 0 > h of �JX C> W C o �; CL W ui C- <�� co C Q LL 0 14' 0 61 8' F ..•I W En LANDSCAPE AREA d Raw NN TYPICAL SEC77ON rB"NIIIIIIIIIIIIIII\ SCALE.- 1 " = 5' 3 SEE SHEET 1 FOR WALL DETAILS -PILASTER (BEYOND) -- °-UtEW FENCE (SEE DETAIL ON SHEET 11 ) PARK„-1cA' P E --f ---6" x 6" MOW CURB (SEE SHEET 11) FINISHED GRADE ., • . ., . ." . . .366 AD � • � • a • • • .. r . .• . • . 03fi (jam t d • • 0 • . V) �r 8 • • . r • r r i . • . • •362 . w 00 {/�/ •• . • • • • . I._ ► r . . •360 • w o . • ••. . . • • • . :358 LANDSCA E • ;GRADE PAD • .... MADE ..:356 • . • .... -354 0 . , S=O% • • . _352 --F4.OIMJNE 8 . .. .. . . . . ,350 0 °o I'7 Mi Lo Lo co > >> w LIJ -iz w as w w ct; r�i n CL 00 Q- 0000 W pe) Ir ZN�-- ZH�d d d I V) U) :2 27.27 LF WALL SECTION 4 fl I NO M 3 V) z 0 > h of �JX C> W C o �; CL W ui C- <�� co C Raw NN TYPICAL SEC77ON rB"NIIIIIIIIIIIIIII\ SCALE.- 1 " = 5' 3 SEE SHEET 1 FOR WALL DETAILS -PILASTER (BEYOND) -- °-UtEW FENCE (SEE DETAIL ON SHEET 11 ) PARK„-1cA' P E --f ---6" x 6" MOW CURB (SEE SHEET 11) FINISHED GRADE ., • . ., . ." . . .366 AD � • � • a • • • .. r . .• . • . 03fi (jam t d • • 0 • . V) �r 8 • • . r • r r i . • . • •362 . w 00 {/�/ •• . • • • • . I._ ► r . . •360 • w o . • ••. . . • • • . :358 LANDSCA E • ;GRADE PAD • .... MADE ..:356 • . • .... -354 0 . , S=O% • • . _352 --F4.OIMJNE 8 . .. .. . . . . ,350 0 °o I'7 Mi Lo Lo co > >> w LIJ -iz w as w w ct; r�i n CL 00 Q- 0000 W pe) Ir ZN�-- ZH�d d d I V) U) :2 27.27 LF WALL SECTION 4 fl I NO M 3 V) z 0 > h of �JX C> W C o �; CL W ui C- <�� co C �C " V . r 4 J %Lrr- 0 U-1, E ��%� 5 351.85 �`1pQ_, �S� s 51- 1. FL L .02 FL N LANDSCAPE AREA - - ' �'� 4 HINGE POINT 6" MINIMUM MEANDERING SIDEWALK TYPICAL sECnoN /Oa annowmmm SCALE.- 1 5 t} SEE SHEET 1 FOR WALL DETAILS "GIB 04440 FP J55. Jo 354.1 SIA. 4,5+4/.Z1 WALL FP 354.70 CHAMBER V PLAN VIEW SCALE: 1 " = 50' NOTE: WALL DATA CALCULATED TO PROPERTY LINE. UNLESS OTHERWISE NOTED. SEE SHEET 1 FOR SECTION DETAILS. CURVE DATA CURVE RADIUS LENGTH DELTA TANGENT C9 24.0' 39.35' 93*5635" 25.71 LINE DATA LINE LENGTH BEARING L25 3.34' S07*49P08"W L26 2.67' S82*10'52"E L27 2.67' S03'09'1 5 "W L28 3.34# S86-55'05"E MEANDERING SIDEWALK 14" 6' 1 8' W © [.j--LANDSCAPE AREA 0 ml 29 HiNGEI 2�� MIN. AA POINT 4:1- TYPICAL SECTION rB SCALE.- 1" = s' \N4 SEE SHEET 1 FOR WALL DETAILS u- 0 r 6" MINIMUM 0 LEGEND* ABBREVIATIONS DESCRIPTIONS CL CENTERLINE RT RIGHT OF CENTERLINE LT LEFT OF CENTERLINE 0 0 BC BEGIN CURVE C14 EC END CURVE PC POINT ON CURVE PCC POINT OF COMPOUND CURVE LLJ PRC POINT OF REVERSE CURVE W LF LINEAL FEET STA STATION ELEV ELEVATION P/L PROPERTY LINE R/W RIGH T OF WAY TW TOP OF WALL RAD RADIAL BEARING :D FL FLOWLINE ELEVATION LS LANDSCAPE ELEVATION R RADIUS OF CURVE T TANGENT OF CURVE L LENGTH OF CURVE DEGREE OF CURVE %11J VDrrR) 1� /J r`J.F��r`J DRl err r r`J �f- �r'Jr'JlJ :� V) 44- qq- U-) L0 (c) (D rll- 00 00 0 00 (10 cl-4 00 00 cy) 0 N 014 00 (y) 0 0 Lr) r%- 00 to Lci IX f'-- o6 0 �co Lo 4CY) f-- v- 0') u') 40 w (r of w- LJLJ Lli LLJ L.LJ LLI LJLJ 0 LLJ LLJ (o Ld cr) co 0) ro 0 0 0 • �l 4-- + - -9 - +� +.% U) ac Q: 4V r< Q�. r go 'cT 366 - - - --- - - - - +- + - �-T- + - - - -rF- - - - 91c Gr- -AX GK cr. 90 46 i�f 4 .1" cr-- bar. r)- - - Of - • - - - --- - "366 + (6 Lu C) w N -ocr w 00 Lij V- A*. ui V) 0 U), 0 V) CN (n V) (N V) ui ui ui ui ui U-1 ui Ld ui ui ui LLJ Ld A� • • F- + • F- + ' F- -F + + • < •v) < < F- + • F- F-' + 'F- + • F- + • F- + F-1 + 0 F- + + • F-- + RE + • 0 F- + • F- +0 F- + I- + • F- + • F- + f--2 + • F- + < < < it < < -U) 00 U) 00 U) 09 V) 0) V) 0) - V) 00 V) cy) - U) (3) V) cr) V) 0 - V) V) U) n V) n. U) - qq -u) 10 a (f) 14 - V) Lf-) V) u - V) L0 6 V) (c) • (f) (10 V) (o • V) r�- V) r,--. U) r-_ < po < qq- < ";t < < 14. < < < It < < .4t < 151- -q- < 14% < It A It < 't < qt < 'o- < I- < . < 13 �l < 4CL < o a- < a- < w < (L < (I < CL & < Vt 8 < CL Q. - I -j -i I -i j j I -j - -j '364 j pu -- - - - - - P6.." - . T. W--. T--- ".0 - - - - =31 zj�'. :.. - - '% -*-- • - - r . • . . ... • • . • . ... . 364� ir-- =31. - - I •Fv- 7 PL- 7 IL-- r - - - Ap r "Fm- Fm - - - Fv- It - - - 3L-,,* -C::� T -=31 -.r C4 < a- < a-<< • < a_<< & En V) C-ii V) U) &U) V) a- < a- < a- < a_ < a- < CL < < a-< 0- < a_< a-< 13- < a-< a-< 0-< a- < ti- < cl- < -)j V) a- < >I. V) U) Fl- F- F- F-L F- F- ov F- F- F- Co U) V) V) V) U) V). (f) V) (t)j (f) c() V). (A V) V) • - (n V) U) )i V) V) in V) '(4 V) V) V) so . . . . . . . . . . A. • . . . . . . . . . . *362 362 . . . . . . . . . . . . . . . . . . . . . • . . . . . . . • 00 360` r L . . . . . • . . . . . . . . . . . . • . . . . . . . . • . . . . . . . . . . - - - . . . . . . . . . . . • . . . . . . . . . . . . . . . . . • . . . •. • . . . . . • • . . . . • . . • . . . . . • . . . . . . . . .... . . . . . . . • . . . . . . . . . . . . . . . . • . . . . . . . . . . . . . 360 00 0') 14 0 00 00 • . . . . LANQSC E . . . . . . . . 0. T-11 0 A �o . . . . .... . . . . •. . . . *358 358• . . . . . . . . . . . . .. . . . . . . . 00 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . .• . OAD GRADE 0 6 0 TOP OF. LAq SCALE GRADE PAD E • 8" BLOC GRADE: 35- - - - - • - - - . . . . • . . . . . . . . . . . • . . . . . . . . . . • . • . . . . • . . . . . . . . ♦ . . . . . . . . . • . . . . . . 56 356 . . . • . . . . . . . . • . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0 0 -A- - -------- -- v 0 • . • . . . . . . . . . . . . . . . . -354 354s . . . .. . . . . . . . . . . -7 '7' f -- w . . . . . A" S=O%. S=O% S=ot 00 w 00 . . . . .... . . . 001 S=07'e 00 -" � -a- - -r - . . . 2 . . . . . . . C19 . . . .352 . . . . . . . . . . . . . . 3 5 S=O% - . . . . . . . . . . . . . . . . . . . . . . • . . . . . . . . . . . TOP OF FOOTING 4' FLOWLINE • • 3509... FLOWLINE. . . . . . . . . . . . -0 . . . . . 8. . * . .6 . . A . . 6 . . 1. . . . • . . . I . . . S . . . a. • . • '�.f . . . .8 1... .8• 350 • "S9 41 4 od 4 45 46 48 49 0 re) n 0 0 0 0 0 0 n w r'� 0 0 0 r- r- 0 0 0 0 0 0 0 F- P6 fn* tri L 0 V) U-) ul) L0 L u") F- pe) pr) Vl V) NO n po V1 F- Ld ui >>W > jj > j j > jj > Ui LLI -r ui Ui LLJ LLJ tj ui LLJ LLJ Ui LLJ LLj c) w ci > u>j C) LLJ U) _j uj I -i -j -j -i -j -J - _j -LLJ Lj uj ui ui m Lj LLi -j -16 -1 V) m Ui LLJ < Lli LLJ LLJ < ui ui LLJ t1i LJLJ LLJ ui Z - I z ri vi o 3:: (.0" oci Ld 0000 (6 0 r17 C'i c; n 0 1 OD 0000 LL 04 F- V7 F- o- 00 N F- to - F- F- F- ()? F- C� qr.- F- ('� z n z r-, _3 Z ro n _j 0 C-� 0 oi Z r�- z 14- z 0) z u) z cr) z v- z LC) Lf) < 1- 00 0) 5 'q- 5 00 r�- rll_ - (-05 r'-- �5 �5 < a- + a- + 5 v- 5 'Lo ZD 0 + +: + + + + Q- + ++ + + CL +4 +0- + + 00 00 0 C) (N N 0 N a- V') a_ (o r-- 0000 Q- cr) a- 0) CF) 0 0 Cl- 0 LLJ n po 7 F- 't F- L.Lj Ljj Lj I'd- 14- LLJ 'q- LJJ "q- uj 'q- LLI L0 UJ LO LLJ ti) 0 a. a a- -j -j I CL J J J J J J C) Ca QQ~ p 0 < q <C0 cj F- LLI < ui <<Q Lli < LLJ < < -ci -<� --ci Z F- F- < F- F- F- F- r- F- F- Z F- Z F- Z F- F- F- F- Z F- Z F- Z F- Z I-- Z F- Z F- < < U) (f) Ul V) (n V) U) U) (f) < V) < (f) < U) (f) (n U) < U) < (n < (/) < U) < (n < (f) 445.95 LF WALL SECTION 2 572.50 LF WALL SECTION 1 PUBLIC WALL WALL PROFILE SCALE: HORZ. 1" = 50' VERT. 1" = 59 CQNSTRQCTION NQTES: Oj SEE SHEET 12 FOR SIGN WALL DETAIL. 51.37 LF WALL SECTION 5 94.69 LF WALL SECTION 2 vmm� 5call Is ' 0 clq 'r- 0 00 to (D ui F- 0 < U) m a) n o LLJ C) Lij . . J- I' . . . . . . . . . .. . .. . . . . . . . . S�9CS _ . Cn LjJ Cy LLJ Lu 4 Q L4 rL m cr- z C) 0 > -4-2+-W, 04- z �5 43+00.." Go 0 b Rl ).257, M 0 '44+ V) W + + x a: 5+-- 4 0- 0 uj uJ L0 r. o iiiiiiiiijilljlIll,lllllllllllllllllllI 50 -v IV ej V) (n 17 ■ QF- T 45+ a� 31 o 0 low 175.31 15 o ANGLE POINT (o STA. 41+62.56 C.L. CHAMBER BLVD, 45.0' RT S82'10 52 »E rr STA. 46+14.15 WALL 11111117.461 0 -w 6 ANGLE POINT FP. 354.50 STA. 45+13.96 C.L. CHAMBER BLVD, 55.5' RT 2 FP 354. JO ANGLE POINT STA. 49 +65.86 WALL ANGLE POINT STA. 43+37.56 C.L. CHAMBER BLVD, 55.5' RT 7 STA. 47+89.46 WALL STA. 45+13.96 C.L. CHAMBER BLVD, 58.84" RT 3 1.60 RI FP 354.70 STA. 49+69.20 WALL ANGLE POINT H.C. FP 355.00 STA. 45+16.63 C.L. CHAMBER BLVD, 58.84' RT 2 STA. 49+71'.87 WALL ANGLE POINT - E. C. FP 354.90 STA. 45+42.28 C.L. CHAMBER BLVD, 82.78' RT STA. 50+11.22 WALL ANGLE POINT fit --,STA. 45+42.50 C.L. CHAMBER BLVD, 85.44" RT ----- STA. 50+ 'l 3.89 WALL ANGLE POI N T MATCH WALL ON SHEET 5 STA. 45+45.83 C.L. CHAMBER BLVD, 85.17' RT STA. 16+60.02 C.L. WINDERMERE DR, 55.5 LT STA. 50+17.23 WALL %11J VDrrR) 1� /J r`J.F��r`J DRl err r r`J �f- �r'Jr'JlJ :� V) 44- qq- U-) L0 (c) (D rll- 00 00 0 00 (10 cl-4 00 00 cy) 0 N 014 00 (y) 0 0 Lr) r%- 00 to Lci IX f'-- o6 0 �co Lo 4CY) f-- v- 0') u') 40 w (r of w- LJLJ Lli LLJ L.LJ LLI LJLJ 0 LLJ LLJ (o Ld cr) co 0) ro 0 0 0 • �l 4-- + - -9 - +� +.% U) ac Q: 4V r< Q�. r go 'cT 366 - - - --- - - - - +- + - �-T- + - - - -rF- - - - 91c Gr- -AX GK cr. 90 46 i�f 4 .1" cr-- bar. r)- - - Of - • - - - --- - "366 + (6 Lu C) w N -ocr w 00 Lij V- A*. ui V) 0 U), 0 V) CN (n V) (N V) ui ui ui ui ui U-1 ui Ld ui ui ui LLJ Ld A� • • F- + • F- + ' F- -F + + • < •v) < < F- + • F- F-' + 'F- + • F- + • F- + F-1 + 0 F- + + • F-- + RE + • 0 F- + • F- +0 F- + I- + • F- + • F- + f--2 + • F- + < < < it < < -U) 00 U) 00 U) 09 V) 0) V) 0) - V) 00 V) cy) - U) (3) V) cr) V) 0 - V) V) U) n V) n. U) - qq -u) 10 a (f) 14 - V) Lf-) V) u - V) L0 6 V) (c) • (f) (10 V) (o • V) r�- V) r,--. U) r-_ < po < qq- < ";t < < 14. < < < It < < .4t < 151- -q- < 14% < It A It < 't < qt < 'o- < I- < . < 13 �l < 4CL < o a- < a- < w < (L < (I < CL & < Vt 8 < CL Q. - I -j -i I -i j j I -j - -j '364 j pu -- - - - - - P6.." - . T. W--. T--- ".0 - - - - =31 zj�'. :.. - - '% -*-- • - - r . • . . ... • • . • . ... . 364� ir-- =31. - - I •Fv- 7 PL- 7 IL-- r - - - Ap r "Fm- Fm - - - Fv- It - - - 3L-,,* -C::� T -=31 -.r C4 < a- < a-<< • < a_<< & En V) C-ii V) U) &U) V) a- < a- < a- < a_ < a- < CL < < a-< 0- < a_< a-< 13- < a-< a-< 0-< a- < ti- < cl- < -)j V) a- < >I. V) U) Fl- F- F- F-L F- F- ov F- F- F- Co U) V) V) V) U) V). (f) V) (t)j (f) c() V). (A V) V) • - (n V) U) )i V) V) in V) '(4 V) V) V) so . . . . . . . . . . A. • . . . . . . . . . . *362 362 . . . . . . . . . . . . . . . . . . . . . • . . . . . . . • 00 360` r L . . . . . • . . . . . . . . . . . . • . . . . . . . . • . . . . . . . . . . - - - . . . . . . . . . . . • . . . . . . . . . . . . . . . . . • . . . •. • . . . . . • • . . . . • . . • . . . . . • . . . . . . . . .... . . . . . . . • . . . . . . . . . . . . . . . . • . . . . . . . . . . . . . 360 00 0') 14 0 00 00 • . . . . LANQSC E . . . . . . . . 0. T-11 0 A �o . . . . .... . . . . •. . . . *358 358• . . . . . . . . . . . . .. . . . . . . . 00 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . .• . OAD GRADE 0 6 0 TOP OF. LAq SCALE GRADE PAD E • 8" BLOC GRADE: 35- - - - - • - - - . . . . • . . . . . . . . . . . • . . . . . . . . . . • . • . . . . • . . . . . . . . ♦ . . . . . . . . . • . . . . . . 56 356 . . . • . . . . . . . . • . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0 0 -A- - -------- -- v 0 • . • . . . . . . . . . . . . . . . . -354 354s . . . .. . . . . . . . . . . -7 '7' f -- w . . . . . A" S=O%. S=O% S=ot 00 w 00 . . . . .... . . . 001 S=07'e 00 -" � -a- - -r - . . . 2 . . . . . . . C19 . . . .352 . . . . . . . . . . . . . . 3 5 S=O% - . . . . . . . . . . . . . . . . . . . . . . • . . . . . . . . . . . TOP OF FOOTING 4' FLOWLINE • • 3509... FLOWLINE. . . . . . . . . . . . -0 . . . . . 8. . * . .6 . . A . . 6 . . 1. . . . • . . . I . . . S . . . a. • . • '�.f . . . .8 1... .8• 350 • "S9 41 4 od 4 45 46 48 49 0 re) n 0 0 0 0 0 0 n w r'� 0 0 0 r- r- 0 0 0 0 0 0 0 F- P6 fn* tri L 0 V) U-) ul) L0 L u") F- pe) pr) Vl V) NO n po V1 F- Ld ui >>W > jj > j j > jj > Ui LLI -r ui Ui LLJ LLJ tj ui LLJ LLJ Ui LLJ LLj c) w ci > u>j C) LLJ U) _j uj I -i -j -j -i -j -J - _j -LLJ Lj uj ui ui m Lj LLi -j -16 -1 V) m Ui LLJ < Lli LLJ LLJ < ui ui LLJ t1i LJLJ LLJ ui Z - I z ri vi o 3:: (.0" oci Ld 0000 (6 0 r17 C'i c; n 0 1 OD 0000 LL 04 F- V7 F- o- 00 N F- to - F- F- F- ()? F- C� qr.- F- ('� z n z r-, _3 Z ro n _j 0 C-� 0 oi Z r�- z 14- z 0) z u) z cr) z v- z LC) Lf) < 1- 00 0) 5 'q- 5 00 r�- rll_ - (-05 r'-- �5 �5 < a- + a- + 5 v- 5 'Lo ZD 0 + +: + + + + Q- + ++ + + CL +4 +0- + + 00 00 0 C) (N N 0 N a- V') a_ (o r-- 0000 Q- cr) a- 0) CF) 0 0 Cl- 0 LLJ n po 7 F- 't F- L.Lj Ljj Lj I'd- 14- LLJ 'q- LJJ "q- uj 'q- LLI L0 UJ LO LLJ ti) 0 a. a a- -j -j I CL J J J J J J C) Ca QQ~ p 0 < q <C0 cj F- LLI < ui <<Q Lli < LLJ < < -ci -<� --ci Z F- F- < F- F- F- F- r- F- F- Z F- Z F- Z F- F- F- F- Z F- Z F- Z F- Z I-- Z F- Z F- < < U) (f) Ul V) (n V) U) U) (f) < V) < (f) < U) (f) (n U) < U) < (n < (/) < U) < (n < (f) 445.95 LF WALL SECTION 2 572.50 LF WALL SECTION 1 PUBLIC WALL WALL PROFILE SCALE: HORZ. 1" = 50' VERT. 1" = 59 CQNSTRQCTION NQTES: Oj SEE SHEET 12 FOR SIGN WALL DETAIL. 51.37 LF WALL SECTION 5 94.69 LF WALL SECTION 2 vmm� 5call Is ' 0 clq 'r- 0 00 to (D ui F- 0 < U) m a) n o LLJ C) Lij . . rz I-- V) I' . . . . . . . . . .. . .. . . . . . . . . z 4 Q L4 rL a: z 0 > W. �5 M 0 0 .� x a: 0 uj W o � al II __ >- m rz I-- V) I' z 4 Q L4 rL a: z 0 > W. 0 0 i .� cf) a: 0 3 W o � al cm 17 04 a� � o 0 low � o (o LLJ 0 -w :3 LLJ C-) C5 C3 cr- LLJ CL LLJ cr- p 00 C) 0 z 4 Q rL a: z 0 > W. 0 0 i .� . a: 0 3 W o � al cm 04 a� � o low � o (o LLJ 0 -w :3 W w 0 41 pf 14' 6' 8' S..; E �A Ea -- T 7 0 } A� Y C P ►Cn + ao i 3 3`3.2 tZ fi � 3;329 (A d C n Cy) --• rr . ­-ANGLE POINT to STA. 11 +04.63 C.L. WINDERMERE DR, 58.84' LT = ­­-STA. 11 +01.29 WALL 1 0 1LL 10 Ir j I RETENTION 1 RAI: INI r-"rt%1 � r R 5j JJl r V,1-1 RD SEE-4 SfY-E-j Er 4 9� t0 1 _ 1 _ _ _ •h FP 355.60 ANGLE POINT -- MATCH WALL ON SHEET 7 STA. 10 +74.45 C.L. WINDERMERE DR, 85.49' LT = '' STA. 35+59.86 C.L. WHITE LANE, 75.0' LT = STA. 10 +54.76 WALL o, l ' ANGLE POINT STA. 10+77.79 C.L. WINDERMERE DR, 85,51' LT = FP 355.50 STA. 10 +58.10 WALL END WALL ! 2 ANGLE POINT - B.C. STA, 1 +1 O6 C.L. WINDERMERE DR, 55.5' LT = 3 STA. 10 +77.81 C.L. WINDERMERE DR, 82.84 LT = STA. 13+1 .06 WALL TA. 10 +60.77 WALL ANGLE POINT - E.C. B N WALL S � X13 +22.06 C.L. WINDERMERE DR, 55.5' LT � • STA. 11+01.96 C.L. WINDERMERE DR, 58.84' LT = '�` S "�3 +22.06 WALL 1 STA. 10 +98.62 WALL m ,n \ 3 s (-R/W 3 F� ^� N01'02117 "E 205.43' N01 *02'17 "E 126.97' 450' LINE OF SIGHT A 00 r/ 414. BEGIN VIEW FENCE FP 355.00 , STA. 14 +61.15 C.L. WINDERMERE DR, 55.5 LT = k STA. 14 +61.15 WALL LAND VIEW FENCE TA. 15 +59.03 C.L. WINDERMERE DR, 55.5' L � E D WALL TA. 15 +07.59 WA /STA. 15 +59.03 WALL � .� �- � ANGLE POINT - B.C. BEGIN WALL STA. 16 +24.35 C.L. WINDER R, 55.5' LT STA, 15 +12.59 WALL TA. 16 +24.35 WALL • ANGLE POINT 0.248/0 SUMP WALL INTERSECTION N 0.251 STA. 11+04.63 C.L. WINDERMERE DR, 55.5' LT = STA. 13 +34.18 C.L. WINDERMERE DR, 55.5' LT = VGHT 15 3' STA. 11+04.63 WALL STA. 13 +34.18 WALL 450' LINE OF 11+00 N01 0217E 12+00 17, �. INTERSECTION INSTALL 12' WIDE GATE PER ~ STA. 36 +44.87 C.L. WHITE LANE _ DETAIL - THIS SHEET. + STA. 10 +00.00 C.L. WINDERMERE 0.251% O CD o SIDEWALK TYPICAL SEC77ON /'OA SCALE.• l" = 5'j SEE SHEET 1 FOR WALL DETAILS CURVE DATA CURVE RADIUS LENGTH DELTA TANGENT C10 24.0' 37.85' 90'22106" 24.15' C11 1 1055.50' 37.65' 1 02'02038" 18.83' LINE DATA LINE 366,. . . . _ {. - - • {- .p• - -. - L29 3.34' 364; . .. ... . . .. , . • 362_ • • • _ • . • . • • L31 2.67' 360_.••_• •_•.'._ . . { 358L { . .. . •... .. • ..... • 356:.....•• - - -•# 3548 { • 352 . .. . • . . • . • 350. f . . - . .... .. .. . 10 LINE DATA LINE LENGTH REARING L29 3.34' NOO'40112 "E L30 2.67' 58919148 "E L31 2.67' N01'02'17 "E L32 3.34' S88'57143 "E L33 12.12 N01'02'17 "E L34 46.44' N01'02117 "E 34.79 LF WALL SECTION 3 68.46 LF WALL SECTION 2 WINDERMERE DRIVE PLAN VIEW SCALE: 1 " = 50' E 5.32' NOTE: WALL DATA CALCULATED TO PROPERTY LINE. UNLESS OTHERWISE NOTED. SEE SHEET 1 FOR SECTION DETAILS. WALL STATIONS AND OFFSETS FOR VIEW FENCE ARE TO FRONT OF WALL (STREET SIDE). 33.93 LF WALL SECTION 3 WALL PROFILE SCALE: HORZ. 1" _. 50' VERT. 1" = 5' 11 I.S AN POINT E.C. -- MATCH WALL ON EET 4 STA./45+f5.83 C.L. CHAt#BER BLVD, 85.17' --»w TA. 16+60 * 02 C.L. VIN RMERE DR, 55.51 LT A 16 +62.00 WALL cn 31F 17 00 v 18+ 15' INTERSECTION w STA. 45 +97.73 C.L. CHAMBER BLVD ~� STA. 17 +40.72 C.L. WINDERMERE COMMERCIAL HINGES 1 7/8" 0. D. GALV. PIPE GATE FRAME 2.72 # /FOOT COMMERCIAL HINGES 2 7/8° O.D. GALV PIPE GATE POST 7.66 # /FOOT SIDE ELEVATION 14' 8f Q ►Q I� T v mrvma.rm �L SEC77ON /OOe SCALE.• 1° = 5'j SEE SHEET 1 FOR WALL DETAILS r%n= OnCT 1 7/8" D14A PIPE FRAME 2" x 4" (No. 1) T1 -11 SIDING CBLOCK WALL 1 7/8" DIA. PIPE FRAME 10" 4IN. 6" CONC., 4 . POST AND HINGE .. o DETAIL .s N N. . .,. _ _,. _,. 366 + • to • 364 En Q • • ♦ • • . • • • • • • r�r �r • . . • X362 • •360 • • . 358 • • • 356 • . • 0 t•••. -354 • • . . • . . • . . ...• .....352 . ... • ... .. . �..7. • ...350 3 0 to M F-- -w i w w 0 k Z NJ a co ) co. • F- LLJ v- Z H< z < V) :m "-- 46.44 LF WALL SECTION 7 46.44 LF WALL SECTION 7 NTH GROOVED FINISH (PAINT ,- GATE POST B SIDING WHITE) �I �(No. 1)) PIPE FRAME "x 4" (No. 1) COMMERCIAL HINGES ---� COMMERCIAL LOCKING boo, SECTION B -B DEVICE WITH DROP BAR ^ k3 BACK ELEVATION NOTE: CONTRACTOR TO SUBMIT GALE DESIGN 12" GATE DETAIL. INCLUDING MATERIALS TO BE USED FOR No SCALE APPROVAL BY ENGINEER LEGEND: ABBREVIATIONS CL RT LT BC EC PC PCC PRC LF STA ELEV PA R/W TW RAD FL LS R T L D CONSTRQ&TIOL4 NOTES: (D SEE SHEET 12 FOR SIGN WALL DETAIL. DESCRIPTIONS CENTERLINE RIGHT OF CENTERLINE LEFT OF CENTERLINE BEGIN CURVE END CURVE POINT ON CURVE POINT OF COMPOUND CURVE POINT OF REVERSE CURVE LINEAL FEET STATION ELEVATION PROPERTY LINE RIGHT OF WAY TOP OF WALL RADIAL BEARING FLOILINE ELEVATION LANDSCAPE ELEVATION RADIUS OF CURVE TANGENT OF CURVE LENGTH OF CURVE DEGREE OF CURVE I BLOCK WALL ,3P I r�~ Y 1 a w F-- Q Scanned By DMI Q9 cn cn o O cn m c co w ��� 0 0 mm 00 LLJ cl- i a. Ww W °o �- © o o 0 CO Scanned By DMI S Sf r 3 01 --pi I I I I I i I I 0 LL_ + 0 1 18 1 FP J55.50 FP J55.40 f 713,55.20 FP J55.50 f P J55. 10 FP P J55.50 �D QDN FP 355.30 Lo Lo ANGLE POINT MATCH VIEW FENCE ON SHEET 8 f F- STA. 11+77.07 C.L. ALLEN ROAD, 86.0' RT U L) STA STA. 10+87.77 C.L. WHITE LANE, 176.209 LT 10+37.85 WALL ANGLE POINT 77 C.L. MITE LANE, 176.10' LT STA. 10+97. STA. 10+47.85 WALL END VIEW FENCE --- STA. 11 +21.04 C.L. WHITE LANE, 152.59' LT C + STA. 10+80.93 WALL BEGIN MEW FENCE s, STA. 11 +44.50 C.L. WHITE LANE, 128.91'- LT STA. 11+14.26 WALL 37 ANGLE POINT 38 STA. 11+67.77 C.L. WHITE LANE, 105.40" LT STA. 11+47.34 WALL bo f P J55.20 1 7 END WALL ANGLE POINT f P J55. 10 f P J55. JO 38 ► f STA. 11+30*19 C.L. WHITE L 143.361 LT STA. 11+67.77 C.L. WHITE LANE, 95.40' LT STA. 10+93.93 WALL STA. 11+57.34 WALL 3 ANGLE POINT - END MEW FENCE I BEGIN WALL I fP J55. 10 R IVATE STA. 12+66.08 C.L. WHITE LANE, 95.40' LT FP 354.70 FP 354.50 I STA. 11+35.35 (..LAwH,TE LANE, 138.14� LT r= T*�:��� p 10 12 9 10 16 'D STA. 11 +01.26 WA' STA. 12+55.65 WALL fT� J54.40 fP J54.60 f P J54.80 FP 355. 00 1 0 f P J54.40 fP J55-20 ARK NO. 21 ANGLE POINT f P 355.40 f T� J55. 589'19' 48 E 98.31 3 STA. 12+66.08 C.L. WHITE LANE, 85.402 LT ANGLE POINT MATCH POINT - MATCH SHEET 7 TA. 12+6565 WALL ANGLE POINT go . STA. 17+20.19 C.L. WHITE LANE, 69.09 LT + .•w • - I STA. 24+99.95 C.L. WHITE LANE, 69.0* LT -20VX59 STA. 13+91.06 C.L. WHITE LANE, 74.98' LT LI,N_E OF SIGHT wommol 41 --i ___ I STA. 17+20.24 WALL < STA.' 25+00.00 WALL STA& 13+91.06 WALL 10 mom*- -mom" bolm- 329018 k Z -NEWNAN 6 589m19 ,48wE 0 -ow -now mmwmwww*w� on- .00 .010 *=mom an* am* NEW W.0 mum .0w "w � __ I -Afft - -I-wmmm*mmww- -ow" -,r "oft 0.270 .•m "moms""& --We -w" -Nowm"mmomwoma om ... . o m -.0-owmum- o U.Zb7a 15 3' 10+20 11+00 12+00 13+00 14+00 15+00 16+00 17+00 1 -�-1 8+00 N89*1 9'48"W lg+oo 20+00 21+00 22+00 23+00 24+00 25 TIN/­', DIRT ROAD EXIS'11N' DIRT ROAD 21' 6' 15' 1 u. .0 ftw_f LEGEND. Y w _j Z LANDSCAPE­fo'� WH. A W 0 AREA 2" LOT SIDE ABBREVIATIONS DE.5CRIPTIONS a _j ­f'o* U) Ll- PLAN VIEW CL CENTERLINE u- I RT RIGHT OF CENTERLINE 0 I SCALE: 1 = 50* LT LEFT OF CENTERLINE NOTE: BC BEGIN CURVE 2 9 LINE DATA EC END CURVE PC POINT ON CURVE WALL DATA CALCULATED TO PROPERTY LINE. UNLESS LINE LENGTH BEARING POINT OF COMPOUND CURVE PRC P NT OF REVERSE CURVE OTHERWISE NOTED. SEE SHEET 1 FOR SECTION DETAILS. L35 10. 00" S88*45* WE 1 2 LF LINEAL FEET HINGE RNWED PAD L36 47.24! S44*02133"E STA STATION POINT, 2% -9 ELEV ELEVATION WALL STATIONS AND OFFSETS FOR VIEW FENCE L37 10.00 Soo 4012 W PA PROPERTY LINE IN PRIVATE PARK NO. 2 ARE TO BACK OF WALL (PARK SIDE). R/W RIGHT OF WAY MEANDERING TW TOP OF WALL SIDEWALK TYPICAL SEC77ON /*A RAD RADIAL BEARING SCALE. 1 " = 5' \11"V FL FLOWLINE ELEVATION SEE SHEET 1 FOR WALL DETAILS LS LANDSCAPE ELEVATION R RADIUS OF CURVE T TANGENT OF CURVE L LENGTH OF CURVE TC TOP OF CONCRETE TOP OF CURB SEE SHEET 13 FOR ENTRANCE DETAILS 0 c*4 cr) 00 0 0 4 cyl 0) (D 00 to to cb M 0 M c*4 cri 00 co Lo "t UJ C" UJ c*4 W w o) *9- 00 to (D n 0 0 + t-- + L o:: co M 00 M M N M * r_� 0 0) 00 to 0) 00 co V) 00 w cc 00 I— + 1-0- m o m ul CF) + c*4 W W) Ul 00 c%j w ul vi 00 Lu v- ui o- ul) w 0 n (n n + + + im- + < T.- < V_ of N w to cr ul 0) Of 0 wI__ + < + + + + 0) to 10 of Cr of 0) ly ci M 04 w w * to P 0') F- + V) V) in V) ul) V) ul V) Lo V) co V) co w -0 W n W r,-- W 0 W to w co W c*4 W ul 00 W W u') 00 W00 W v- cn 1* wb* V) LO < < < < < < < + + + F- + + + + + + 00 + F_ + + F- + + + + + + + + 04 c*4 04 3680 .9 . . . . . 9• 0 . . . 0- 0, Q_ < D_ W, • 'N 4 . . . ♦ . Lj. zi .8 --..b . . . • -i mi it . • • . 4a cc • • - En P-­ W V) P... in-ce An 00. w so- • - • (40). V).m CA W oo 9. M'o .8. V). c� .10 (a or-% V. (n. c4*4 . . . I.V) w v).11 • . . . U) n ♦ • . . V)a n r 4a It . 1. . 1. . • . .1368 • F_ 9+ - - - - _j ZJ • a 0 a F- Q < < < r- a < v- < v- < V_ a < v- < c*4 < cq < clq C14 < clq < CN • < c*4 < clq < C14 < C14 04 c%l cq, , • , a (.=)j V) A Q_ l< 0- < < < CL .94- 0-. < OCL < • • V) _j V) 0) Li 7j < % (f) U) V) &cn cn < < a- < a c� < (L < 4 a Q_ < a sm < a a- < 0 Q_ cz (K < l(L < CL < 0- 0< CL < a EL a a 9 • ASO 0 .0 V) V) CL < iL U- < a_ ct CL a- < CL < < : (-.--o vi a a a i=o (_.ij U? (zij F- I­ F- F- a F- • F- f J(�� 0. & t- - F- F_ • a F- a F_ F- F- F- ♦ F- 366; . . . •. . • • . • . • . . . . . . . • a- Qo V.) . . • ... • . . • 0 0 0 (A (A c v) 4 (A • • . • . *;-Ft V) - in - (4 w • . . . (_ 366 . . . . . . ... . . ... . . . . 0 . . . . . . . . . . . . . . .. . . . . . . . (A. (A k:)l (A (-.)I •(n . (0- - - - ez .1 ul - j -0 j Ul H I I I I 1 1111111 Millil a a a • a • a a I a a a 50 a a a 0 a • • 7 • a - s • 1 • w a • a a s • . • • 1364 . s s 364". . . . . . . ... . . . . . . . . . . . . . . . A 00 • - • 0 a • 00 a 0 4362 • 3620- • a . . . . . . . . . . . . . . . . a a a a 00 a a a . • • • . • . . • . 3606 . . . . . . • • . . . . . . • . . • . . • . . . • . • . • ► . .. • • . . . • . • • • • LANDSCAPE - - :. • - ♦ • - . 0 . .0. 1. . .0. . ♦ . . . . * : . . • • • . • 0 . . • . . . . . . . . . . . . 0 . • . . . . • . 360 • a • • • • • • GRADE a • • • a a • • J=U.Zl 358 7o • a • a 0%. . . . •'. . . . . . . . . . . l358 • • . . . . . . . . . . . . . . . . . . . . . . . . . . . . . • . . . . . . . . . . . S, ♦ 0 s=o% BOTTOM OF • a S=O% • a a a MOW CURB ♦ a a a 0 a tTOP *lDF FOOTIN'G a a a a 0 9 6 a PAD 0 S=O% • 0 - - : . . .0 . . . . . •. . . . . . . •. . . . . •. . . . . . . . . . . . . •. . . . . 356 . . . . . . . . . . . . . . . . •. . . . . •. . . . . . ... •. . . .. . . . . . . . . . • . . . . • . . . . •. . . . . . . •. . . . S. - - - - - - - - - T - - - - - - - - - - •MAD a . • . . . . . . . . . • . . . . • . . • a a a a TOP OP f"11NG • 6-* 11 -0 • 354L. . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . • . . ♦ . . . . . s . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . __* . . . . . . . . . . . . . . . .... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0354 a a • • a • a a a • F�OWLINE • 0 • a • a • • FLOWLINE a 352. Co., L • • • .1 • • • . . . • • . • . . . . • . . . • . • 352 • 2 w 1� 18 9 2b w- 21 22 L3 24 w _J -1 0 1 1 1 w r�_ to %.j < t..; 1-%. ["-- k_; w 14- w 0 0 n n n 0 0 0 w (D to co to r-, r-- to L0 to to L0 00 00 00 00 to Lo Lo w co z 0; z cy) 00 OD 00 000) 0) 0; 0) ;?o 0; 06 00 00 06 00 (.0 u c(o t (6 Pz Lo L0 to L0 L0 Lo 0 31 0 L0 L0 L0 Lo L0 Ul Lo Lo U) L0 Lr) to L0 Lc) X W to tO pe) U-) 3c: if) p w fe) re) to 14) f4r) pr) te) er) c LL_ w PI m K) K) > > >: > >: M >: >* >: >: >: >: > > > >: >: >: >: >: > >: > >: >: >w w W w w ww w LLI Z Lid W Ld w w w z w w w w W ww •w w w w w w Ui tLj W w w _r -i _j _j _j _j I _j w _j d _j _j _j _j -j _3 _3 _j _j V) 5; -j w J W W Qw w w :w w LJ W _w w w w w w w co w w Li W w w W w w w w < w W FAJ I - - - 0 - - - kl 3r. - - 3: V_ 3: 06 . z ti) (D Z Ln n K) (6 M 0 1* w ld id id (6 cli qr- (o W •4- vi (6 3�: (6(6 00 00 C14 cr) 0) 0) 0 cp co (D LL. OD Lo L0 LL- 00 Lo Lo LL- Lo u- U- 00 co C:� F- 000 F < W N C-4 C-4 < (p I— ro I­ P0 F- 0 0 l< F r-- W LL I * 0 < 0 Ki 0 0 p� 0 WZ P-- Z rei _j - z rl: z z U-) to z ui z V-* 00 c� z o w 0 o6o6 v -* 4- w q* X N Z 0 0000 b _j x 'N - 'd- V) o cy) 0) to L0 14- - 04 Z 'd- < X 0 _j o) o 0 Lc) LO -0 (D a- Q_ 0 a. m + + m + + + + < + + + + + + + + + + + + 0 + Q- + + 3:: + + + m + a- a_ CL 0 0 0 CL + 3:: 0 0 0 w 00< 0 < T_ V_ V_ V_ V_ N N (N K) I— to cy) 0 0 n pr) 0 't 0 W W W T- W z 3c: LLJ T- W W w W W T- qr- T_ Li W V_ N '-- 04 04 F- CZ4 c*q 7- o _j _j c) © _j _j CL _J _J a- 0- 0- D_ - "� 0- <0 0 -ci < 1Q o < < < Ai 0 < 0 0 < < 0 LLJ < < w w ci .1� w cr_ z z F_ m I— z t_ P_ z F_ W F- Z F- CC F- Z I— Z z t_ F_ z I­ z I­ I.- F- F- F- F- F- I— F- Z W t- 0 < V) < V) 0 to LU V) V) W M m U) w V) M 0 U) < M < U) to < U) U) < U) < U) U) to V) V) U) V) U) U) U) U) < En CL U) Ln to to cn in. v) u) (n U) cn :m 155.55 LF VIEW FENCE WITH 6"x6" MOW CURB 1, 244.35 LF WALL SECTION 1 PRIVATE WALL PUBLIC WALL 13.00 LF WALL SEC11ON 5 13.00 LF WALL SECTION 5 43.08LV VIEW FENCE WITH 6 x6" MOW CURB WALL PROFILE SCALE: HORZ. 1" = 50' VERT. 1" = 5' D ,�,,jcanned t5y, l.� -Gay cr_ i cn U) z CD 0 En co M m C> c_> C> C> C6 cd 00 6<3 cy- cr_ mot- d- bi CD C:) 200 11 11,tif l.� -Gay ! ! LIN�OLNSHIkE TaRIVE___I OT " 5 1 16 2 22 F? P J55.40 f P J55. f P J55.70 FP J55.40 FP J55.20 FP. 355. 00 FP 354.90 f P 354.70 MATCH POINT MATCH SHEET 6 1 Al 26 25 24 1 3 21 STA. 24+99.95 C.L. WHITE LANE, 69.0' LT ANGLE POINT STA.' 25+00.00 WALL STA. 29+24.72 C.L. MITE LANE, 64.0s LT � t m i STA. 29 +24.73 WALL I 18 c%j FP 355.30 C) SUMP WALL INTERSECTION 20 STA. 33+06.82 C.L. WHITE LANE, 70.0' LT STA. 33-06.07 WALL FP 354.50 ANGLE POINT 1 9 \\I" STA. 32+54.72 C.L. WHI & LANE, 70.09 LT = J55-80 STA. 32+54.78WA L!:// RETENTION BASIN ANGLE POINT -MATCH SHEET 5 STA. 35+59.86 C.L. WHITE LANE, 75.0' LT STA. 35+59.96 WALL - I \ ( f--j JD-Fa -111 r :I r. JJ V-P--j /�'R a�. -c) + 129 N fa 0 z --L t 11 ujw 8919'48 '@E IV I i ps < uJ j, - I 948"E 52.19 -J:m \\ 421Z3 I N89M"42"E S8919248"E .MON., ... "IN .. 252.99" u cr- -.00 .. - _ I . M" _ lw� - - - w w 513. � - � 4 . ......... ..... U.Z57o 1107 q_. F-1 0. y- 6 u 70 Olt M-1 LINE, 0 SIGHT Q6 U) . .... ...... 2 25 26+00 27+00 1-:Ll - i 4+00 - - - - - - - - - - 28+00 29+00 i 30+00 31+00 132+00 33+00 34+00 - - + 35+00 36+ 0 U) f--- '--XlS-"rl'lNG DIR-rf ROAD St 15 �... _... �......, .� ....� i ...�.. r_ , ...._ .a _..... __... _....,.....,,...�._ _ � .�_ ......._..�. �._ �.� �.� ..�..�. _u._ _.... , ......._ _.�....�....�......._. _.... �.... ,�. -.w,. ___ .�� _..,..._,... -.. �......�. �._ ._w ._._ �. �,..._ ..� __......,_ �_ Ma .�..._..�....�. �,_ .�, ...,.�.. �_,. �.. v... ,..� _..� ....... ._ .�....,� .� �.� ,.... �_. �........� .�... �,..._.,. _�..._... w,... __..w .�,. __�_ .�....,.. _k_..,.... �... .�....,..�. �....._...__. _.� ..� .�.. �.�._ �. ,.N.,..�.. �.�_ ..�....w �.., .�.� .u...._.,. �.. _,,......... n.M_ 21' 6' 15' LL .10 SIDEWALK TYPICAL SECTION f A'� SCALE.- 1 5' SEE SHEET 1 FOR WALL DETAILS LEGEND* ABBREVIATIONS WHITE LANE RT LT -PLAN VIEW BC EC SCALE: 1 50" PC NOTE- PCC PRC LF WALL DATA CALCULATED TO PROPERTY LINE. UNLESS STA OTHERWISE NOTED. SEE SHEET 1 FOR SECTION DETAILS. ELEV PA R/W Tw RAD FL LS R T L Z -j i 0 d C3 01co C:) + + W to cf) Z QQ 37+00 DESCRIPTIONS CENTERLINE RIGHT OF CENTERLINE LEFT OF CENTERLINE BEGIN CURVE END CURVE POINT ON CURVE POINT OF COMPOUND CURVE POINT OF REVERSE CURVE LINEAL FEET STATION ELEVATION PROPERTY LINE RIGHT OF WAY TOP OF WALL RADIAL BEARING FLOWUNE ELEVATION LANDSCAPE ELEVATION RADIUS OF CURVE TANGENT OF CURVE LENGTH OF CURVE LO to 0 co to 0 co In 0 CK) 0 r- of (0 w 06 w 0 cc Cq w Iri w r�-- w 0i u') cz 00 w 0) rl*- 04 UJ r-- o UJ -* U.J r-- w w'3 W CO w0'' 0 0 W) N 0 r.. "3 cq 0 + - + + + + w T- cr- U3 P� ac CO ir 0 w C14 4 + + + w Ir u") 14- (0 u") to UJ F3 co W 0 c*4 w W) 0) c*4 u") 0 u") 04 (n 14- in u") En u') V) U') V) o to co V) to to co w w + clq 04 04 < c*4 cq N CNI + + + I--- + + + + • w W o6 w 0 ir N w w x 0i X 0 CD cr to 00 oo u') 0 N 368 W) N t. .(A . . . . 0 q -I -- -- - - 0 lz rp. &:40 r r*-- to -0� G)l . . . . crso- + 6 es . . +. . . r . '. j --.J - .0 . . . ... . . . 368 < clq ul 0- < a- < c*4 < 04 + + -F 4- 04 < N < clq <. c*4 < C*4 t I T.A. f + Ld L*J 0 w to w + 0-- < 6: • < EL -ci 4 .j 0 a -.j a 0 U) m - V) 0. U) 0 V) 0 V) cn V) T- V) N V) CIS! W.0 F� AZ -j -i - -j -i -1i < -v) 0- V) 1* V) (A Lr) A 1-- F-. 4 < (N < M. < pf) re) < pr) to pr) tr) < If) F- + F- + + + to < n < fla < PO 0 V) in V) (p 00 V) 0- 4 w .94 FT < FE a_ Alt AZ. -i -j Cb �j (n U) (n j < ro . • V) V) le) V) tq V) 'w 0- < 0- <. a- -ci .0- <- a. a< 0- C�d < A� - 366 10 ♦ . . . . . . . . . . . . . . . . . . (A e.'), V) CA in - SJ • ir t-J• . . 0-. a.- < . . . . • . I .. . . . . . . . �366 cn- cn x.-o in (A U) 0- < a_ 0- 0- <- 0-. < ♦ (n cn in cn U) v): •n V) V) lv-� AV- & & (f) . . . . . . . . . . • • . . . . 4. a • fl . . . . . . I - & : . • . . . . . • • . . . . • • • . . . . . . ... . . . ... . "364 • 364 . . . . . . . . . . . . . . . • . . .. GO *362 • A 362 . . • . . . . . . . . • . . . . • . . . . . . • . . . • . • • • • • . . . . . . .. . . . . 00 43() 10 00 0 LANDSC E 0 lQ0 GRADE . . . . . . . . . . . . . . . . . . . . 360 3601. • . . • . . . • . • . . . • . . • . . . .. . . . . • . • . • • . • . . • . . . . . . . . . . TOP OF . . . . . . . .358 358 • . . . • . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . L) UL-v 41 • S=070 PAD GRADE s= Ox, 356 . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . • -356 • --'V -V- 0 0 a 9 a • S=O% - . .... I- -v- T. OP OF FOOTING coo • ....... . ..... or LO GRAD 354u. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ...:354 hOWLINE*8 • a 0 • 8 • • 0 • • • 3=0% -=Ox S" • 352, . . . . 16 a . . . . . .... 2D . . . . . . . B. . . . . . . . . . . . . . 16 16 . . & • • . . .a352 : = - -- . 2 26 2 7' . . . . 2�8 •. . . . . so S6 - FLOWLINE TOP OF FOOTING 0 0 0 ro lo n n to 0 0 LO W) 00 00 00 00 00 0000 00 00 00 LO U') CIO (6(6 1*0 1* C-4 c� POO LO to LO In LO LO U) to LO to to Ln 0 W) W) z V) 10 to rn PO to PO MM MM 0 n w >: >: > > >: >: >: >: >: >: >; > >: >: ui ui w w w w ui w ui w w w w w wui ui w --J -J -j -j _j -J -i -i -j -1 -1 ZA -i W w ui ui M .-J W -J UJ W -J -1 -1 -J U) W ui < w ui ui < ui w < w w ww of w < W W Li w 3c: - 3:: vi w r..': 1 -Z 00 vi P6 Ki 06 cq cq (do- 0 0 (00 O Co LL- LL- W PO LL- LO rl- q* l* n n z cr) 0) cr) 0) T7 - u- F- . -j z 0 W N 0 ci 4 Z 'q- 0 L()* 0 04 Z 'q- It mot= 0) CF) �j W 0 4 Z 0) _j 5 0 Z "* 0 Coco - C*4 V) Lo LO 14- - Lf) rl-- t*-1 00 00 _j 0 '4- - tO < a- + _j + CL + ++ 0 + + ++ a- + 0 + ++ ++ < + + ++ 0 + L0 L0 0 r., 0) 0 0) 0 0 0- 04 0 0- Uj L(N N cq 04 04 N N (N 3c: n CN N CN UJ N V) n n Lu PO n n re) 0) n LU a- a- -i a- a- a- -j < < < w ci ui .i w d d w <* < < z F- I-- F- F- Z 1-- 1-- 1-- �- F- :3 1-- 1,- z i-- < m M In V) (f) in v) (f) < V) U) U) V) V) V) U) (f) < V) (f) U) V) (f) U) V) (1) V) V) V) in in v) < in :2 774.42 LF WALL SECTION 1 PUBLIC WALL WALL PROFILE SCALE: HORZ. 1" = 50' VERT. 1" = 51 14.94 LF WALL SECTION 2 270.60 LF WALL SECTION 3 CONSTRUCTION NOTES: (i) SEE SHEET 12 FOR SIGN WALL DETAIL. r sr9lanne'd t5y 0 n to cr) < 0 5� avo- C) fr 0 z Li- < I w < n L.J 00 T- LJ (0 CU �O tj- c) c'sl Cq • 0 X to 04 00 o 0 0 Z ca V) (n rn tJ Y LJ C-) -y -1c 4D COO) L w- 0. ui z tot 0 =J � W w low now o�= C) c*j low CID 0 cn i:i o G: C3 ID 0 o-- U) m 5; Lli cr LAJ LLJ C) Co C6 C6 6 6 cy- Of LlLJ CL LLJ CL LAJ cr- LLJ ry 'tf. W°© CD < n- -"' 00 C> 00 4D COO) L w- 0. ui z tot 0 =J � W w low now o�= C) c*j low CID 0 i:i G: C3 ID 0 un 0 I 0 4= 0 0 Dow. -a C4 0 0 fN 0 0 Fj 1-Y-f _j I T. r r CL _j r r5- 15 11 -100 12+00 4- 13 +00 14+oo N01 *1 4'42"E 15+00 L -711 /I i �° D -0 �c 6' - 16+ 00 17+00 --- 18+00 19+00 4- - 20+00 21+00 4 - 22+00 23+00 94 nn 1"A' zo+uu 1550 UNF- of S , 4- 00 u- A -- - - - - - am mommomminow mw 00-mmongh-womm- ONNO -woo ..Fb OOM wo c' "Now ohm WNW a-am wimp ""O.O.Owww"Nob mom M,- lw "Ol""Oom"woolo OOM O-mm"Nowo-NOmm 0000 awwwwwwommossomm %qwO wil Or dome OOMM. 330.0T .0"ON-ONOW"Nomm mOso 9-0 NOO*33'02wE "mo moo aws"ON"OpOommo y v v v an-. . .... ow-m-mm"Olow W. onso ANGLE POINT ! r V -/62. ------------- ANGLE POINT STA. 13+90.15 COL. ALLEN ROAD, 70.0" R= T i f ! - L S �, �-1 TA. 13+90.15 WALL STA. 17+20.15 C.L. ALLEN ROAD, 72.0' RT STA. 17+20.17 WALL ANGLE POINT - MATCH WALL bN SHEET 9 u) STA. 24+82.64 C.L. ALLEN ROAD, 72.0' RT STA. 24+82.67 WALL f P 355.50 FP P J55.70 fp 355.90 f P 356.10 OOOm No114'42*E_ 145.04' 40114'42'wE A14GLE POINT 3 STA. 12+45.11 C.L. ALLEN ROAD, 76.0' RT STA. 12+45.11 WALL ANGLE POINT - END VIEW FENCE STA. 12+45.11 C.L. ALLEN ROAD, 86.0' RT STA. 12+35.11 WALL 5 6 f F� J55.20 FP J55. JO ANGLE +INT - MATCH VIEW FENCE ON SHEET 6 STA. 11.477.07 C.L. ALLEN ROAD, 8q.02 RT = STA. 0 87.77 C.L. WHITE LANE, 176.20" LT STA. if 24.64 WALL "A VARIES 22' TO 24' VARIES 16" TO 18" - --------- f P J56. JO fF� 356.50 4 fl? 356.50 fP 356.70 3 fp im. 90 f P 356.50 f-p 3%.90 LOT AAl -------------------------------- - - - - -- -------------------------------------- --------------------------------------- LOT AA' N - ---------------------------- . -r. -- -_ !3 SOUTH ALLEN ROAD .0 SIDEWALK I r/-J/C:A L SEC HUN f A SCALE.- 1 5 SEE SHEET 1 FOR WALL DETAILS PLAN VIEW SCALE: 1 " = 50' NOTE: WALL DATA CALCULATED TO PROPERTY LINE. UNLESS OTHERWISE NOTED. SEE SHEET 1 FOR SECTION DETAILS. WALL STATIONS AND OFFSETS FOR VIEW FENCE IN PRIVATE PARK NO. 2 ARE TO BACK OF WALL (PARK SIDE). LINE DATA LINE LENGTH BEARING 1 L35 10.000 588045"18"E I Vel : 10 PA ABBREVIATIONS CL RT LT BC EC PC PCC PRC LF STA ELEV PA R/W Tw RAD FL LS R T L DESCRIPTIQNS CENTERLINE RIGHT OF CENTERLINE LEFT OF CENTERLINE BEGIN CURVE END CURVE POINT ON CURVE POINT OF COMPOUND CURVE POINT OF REVERSE CURVE LINEAL FEET STATION ELEVATION PROPERTY LINE RIGHT OF WAY TOP OF WALL RADIAL BEARING FLOWLINE ELEVATION LANDSCAPE ELEVATION RADIUS OF CURVE TANGENT OF CURVE LENGTH OF CURVE 18 f T' J56.,V 0 0 uj uj Of 0) 0 0) N V_ co to 0 z co N 0, o/ z LL - z a: Ck z 0 W IA 00 J v- Q 3 Lij (D V) 0 c: (c) cww�� co o (j) c*j cm w m. w ( low is cf) z w < 0 m 0 0 O vr.. bi 1W J. 7, x LLJ 0) 0 N V) It 00 0 N re) co 00 0) V_ CN L0 0 eq 00 0 L0 (o 00 (o m oi W v- W V) M ul ie) 0) 14- to co 0) 0 co rn 0 N 14- to to 00 0) 0 LL oo L.LJ 0 L.LJ 't 0 co 0) 0 n 00 ir W n (o w 00 0 04 of to 0 (-4 Ir LO w t'%- cr I**- L0 w 00 cr Q cr 04 cr w 00 + + + + + of jr -: tf) Lo 00 0 LO r_.- W V-: W c*4 V) te) U) re) (n fw) V) 14- LA.J K) w (D UJ 0 LIJ rf) LLJ (D LAJ 0) UJ n LLJ co 0 14- Lj r* LJLJ , T-- LLJ o L.Lj -t LLJ rl- C) LAJ to LLJ W L.Lj 0 LLJ r) co 0) < V_ < v- < < T_ < T- F- + + F- + I— + F- + F- + + F- + cr co cr 06 cr 0 w N CC '4- cr r�- w of v- cr tf) w L6 + F- + F- + F- + F- + F- + F- + F- + w + F- + F- + F- + F_ + + w + U) W V) t() U) tf) V) Lf) V) Lf) U) co V) co LLJ cy) LLI (14 L0 0) (N LLJ ul LLI 00 tf) LAJ 00 LLJ V-- , V) 0 V) 0 U) V_ V) N U) c*4 cn (N V) V) (1) to M re) V) It V) It U) 1* U) 14- F- + F- + + F- + + F- + F_ + <" 04 < T- < T_ .Q.- < V_ < V_ < V_ < V_ Q`- + + + + < C14 < N < N < N < N < 04 < N < 04 < c*q < N < N < c*q < N < a- <L_ A,� _j V) f'o (n r-., V) r%.. V) r-.. V) 00 V) 00 U) 00 in o) V) 0) U) •0) in 6 A.* 4 _j _j _j _j _j -i -i _j -i _j -i A," ...o^ . . • _a- , , 1 .0 . . . • , . I., o . . . . 1. -4. . .. .1. . . 368r" . . . . . • . . . . . . . • . . O.CC 'ema C*4 it as a F- .9. -Fa- -o 1— -0 . . . . F- a < v-.-: + _v368 a- < a- a.... < a- a_ 13- a- a- CL < OL 0- < 0- 0- a- < a_ < C:)l U) C4 cn V) CL l< a- • < a- < CL r< ")I cn V) a- a_ • < F_ F- F- & U). I F-� v) (f) m (-,:)j w &C/) - E;lj en e�j m a-. < Y_ -ci a: a- < FL 1� E Q. FLO a_ FT & V) U) V) - 0 0& (f) & V) F- F- F- F- F- F- F- )j V) V) V). V) cn O_ a - I wn V, cn V) a a .. . . . .. . . . . . . . . . . . C/i V. . . . Or . . . . . . . • V) • . . . • • . • • . . . . • . •366* _)j • T. . . . . . . . • . . . • 4366 • "364 364 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . • 4w 00 *0 a a w a 41 (o 1362 . • . . . • . • . . . . . . . . • . . . . . • . . . . . • . . • . . • . . . . . . . . . . . . . 362 . . . . . . . . . . . . . . . . . . . . . . . . • . . . . . . . . Or • 1. LANDSC E GRADE . . . . . . . . . . . • • . . Or • I . . • . • . . . . . . . . . • • • #360 360o . . . . . Or . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . S s358 358• . . . . ... . . . ... . . . .. . . . . . . . . . . 0 . . . . . . 10 u S=ox -PAD TT OM OF S=ox Q---BO S=070. MOW CURB 2:1 GRADE L S=O% Z)=U7o - ........ luto OF FOO.tnNG . . . . . . . . . . . . . . . . . . . . . . . . 0 -*-- -- --A- - - -OF. F001ING • . . . . . . . . . . ... . . . ... . . . ... . . 3 5 6 356 . . . . . • . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . a . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . t . . . . . . . . . . . . . . . . . . . . . TOP. • 354160� . . . . 0 . . . . . 0 . . . . . 0 0 9 0. 0 0 0 a 0 9 & a a a 0 a . . . . . . . . . . . . . . . . . . . . . • . . . . . . ♦ . . . . . . . . . . . . . . . . . . . . . ft . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0 . • . . . . . . . . . 0 . . . . . . • . . . _7_6 -T-OO-4�. • 00 . . . . . Or 0 . . . . . • . . . . . 0 . 00 . . . . . 0 • • r . . . . . . . • . ♦ . • . • • . . . . 0 . • • • . . • . • . • . • . . . • . . . 0 . . • • . 0 . . • • . :0 . • • ,354 0 0 8 0 0 FLOWLINE a 0 a 0 FLOWLINE - 0 0 ,352,.. . . . . . . . .. a a L 0 4. . . . . :Zo. . L . . . . 16 . . I . . . . . li . . . . . . • . 12. • • . • . . • SO . • • • . . . • . . s. • . . 352 2' 7 8 1 *4. . . . 1 "6. . . . 14. Z W r".' 0 0 0 0 n ro r__ to 0 0 n uJ co U- to 14 rll-- 0 0 0 rl-1 14- 1**- -r 6 V) to 3: oi 00' c6 Lo to to Lo V) f< 06 Ile) > U) Lo Lo Lo Lo Lo ,may to > > >: >: >; ui >; >: > > >; >; > w ui ui ui ujw _j ui ui ui ui ui ui w w w w W _J _J -i _j I _j -i -i _j -i -i j _J _j -i _j _j -i _J W w w W < - Uj ui ui w Q w ui w ui ui WW w I w w w 3r. - q..qlli -Z v v n id It r%l 0 F- 0 F- 7 v-: F- T7 U- LL- Coco Lo a) F- < V7 w z rl: z tf) L0 z L0 z 6 (66 0 V_ rei Pri z 0 0 c6 (6 Ki r4i 0) 0) Z N _j 14) ro - .4- 0) 00 Pr) co co 00 cow w < O 0 a- 5 c-4 (L M CL + Q- ++ CL + 0- + ++ + + + 0 + 0 0 + + ++ ++ + T_ C14 c%4 (N 14) lt lo- (o (AD (.0 rl*- 00 pe) n pr) V) It w W W T- v- LJLJ T-- Lu T- T_ T_ T_ V_ T_ W V- 04 NN NN NN c*4 o _j a- -J i OL ci (L I CL a- • - CL - - (L o . Q0 -ce * 5 ci w w <* 0Q w w < < w < <C F- < X z i- oz �_ F<- z (Z'D F_ F_ z I— I­ t_ w F<_ It! � < � 0 < to V) < V) M < U) < V) V) U) V) V) (A in in in < V) V) V) to V) V) V) V) V) v) in in :2 V) :m 68.04 LF VIEW FENCE ---oo' `•PRIVATE WALL WITH 6"x6" MOW CURB 11,172.67 LF WALL SECTION 1 PUBLIC WALL WALL PROFILE SCALE: HORZ. 1" = 50' VERT. t" = 59 .1'11�canned By ""'L '01 V. /P` 4 / o w ul 0 Z 5 uj 0, c� a: z z 0 W J J Q 3 c) cww�� co c*j cm to 0 low is cf) low 04 LL. 0 Z 0 U) CD 5: :n Lli V) fy U) ui Z: Z: LAJ m LLJ m M ::-!; C> C) C) C) c6 cd ci C5 LLI CL LLJ 0- LLJ ct� of LLJ w C> L %.Oka C) w ul 0 Z 5 0, c� a: z z 0 W J J Q 3 c) cww�� co c*j cm to 0 low is cf) low 04 LL. 0 w ul 0 1 1 Ltd Ltl 1 ttl Ltd \ Ltl J� 23 +00 q 2 +00 25 +00 �� ---+- - - - - ---�- _ _ _�___ _ _ 27 a _ _ _ 28 +00 29 +00 N 01 14 42 E --- �--� -- - - _ _ �..� _ _ _ 30+ 00 31 + 00 - --+- -- _ _ _ .�,- _ _ _ 32 +00 33 +00 34 +00 35 +00 ���nn -�> • '"'� +� ��•� .s.r nur .r.•.•r�i• i rY•r fir• ♦� .ir •�•.r. .wr. .••n •�.Yn••gr•••r. -. i .,•r -- �._ �•'•�. _..• W •�•.�•� u•.r i i q�r�. i a� �•�r i' �. 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LINE DATA L #NE LENGTH BEARING L38 5.02' S88'45'18 "E L39 41.86' N06'40'31"E L40 10.16' N01 `14'42 "E L41 5.09' N78'00'45 "W LEGEND: ABBREVIATIONS CL RT LT BC EC PC PCC PRC LF STA ELEV P /L R/W TW RAD FL LS R T L DESCRIPTIONS CENTERLINE RIGHT OF CENTERLINE LEFT OF CENTERLINE BEGIN CURVE END CURVE POINT ON CURVE POINT OF COMPOUND CURVE POINT OF REVERSE CURVE LINEAL FEET STATION ELEVATION PROPERTY LINE -RIGHT OF WAY TOP OF WALL RADIAL BEARING FLOWLINE ELEVATION LANDSCAPE ELEVATION RADIUS OF CURVE TANGENT OF CURVE LENGTH OF CURVE rrlr� 1�/�� r �� � � Jl rte' �r� �,.� 0 (o o N 0= O) W N O W F- + t0 p tI� 00 03 p N r d' 00 � ,�� � of i� i� O � N tLj V) ` � � �'r? 'ct; `. � r C N u'i �p r r7 to w W 0 W� Vi Q n < 0) Q� un to r V_ n u') r Co O N r� �#' tf3 Cp {`� ©0 p� �'`� a✓ i� t-- Of a% F- + F- + F- + J a W Lo W ►�7 w c9 X N of a' N N w �- w� w r' W o W V1 w w p w� N to V} W �' a_ <� r- + F- + t- + W W W W W W r` 0) 4 Cfl 00 O N �- cD DO a- �C F- F- + F�-- + F-- + F-- + i-- + F- + a'_ Of Lr + CL' Q! LL' t _ a_ t-- + F- + !- + F- -}- f- -{- F- -}- F-•- + I-- + Q t'r? _\ Q Imo? Q F" + U) mot' f/) t[) V)d- V)d' Coo (!)0 Vim �(o W� W00 wr w� Woo W W0 W� W� w�- Wr' V)0 V)0 '(no (nom V)S- V)� 0014 ON J `'��`J -t (nom �U CCU) Qom} � Qr� <n Q N , Q N Q N Q N Q N (�i) _ (~n "` cn c~n c i o+o c~n o+o F-- + t--- + �- + Q ,� Q ,� - - a , - Q r� - Q c� Q - Q cL Q ,� a. Q r Q_ �t � 4 �`' . . �` . �` • - - 368 _j . . A --..i . . -� —j • _ -•-j . ---' . . - - - - . . . . . . . _ . . V) °' . . to a' . (n c� _ , J � •L\ -� (j+�� • • • . . • ��• • ►�/. • r • ..� .r • f _ f • • • •f • M �. ! �W r t- 00 • t 00 • f . 0) rf • Af • • • W 0) r te... ! t• _j s.f• -� •ti rf • t y r • �r t. • •�,fs • • r fr ,,.•� �. f- • �.,..a t -n • s r • sf _r . .0 . f • ` • .ice R • • �(�. _ • • t_n. •� • j • r . f • • sn. •' ► • .f 7 • • s r f. • r r t_ r f . • a•f368 f•" -�..• t • .++• ! +!� ! 1 !' ` V Q N �l �L ` v Q ` v ��l t Y t �I t-V t V Q n Q ^ Q a- Q _` Q .+ Q � 6L a_ Q a_ Q a- Q a_ Q a- Q, a_ Q ,� --, _..� -� -1 --j .� -� -_•i °_ F- �, Lim F- ■ . n` I-- Q �` .off F- ~' �."` F-. - .a_ Q a- < a_ a <t a_ Q a_ Q. a_ Q •a_ <� • a_ Q a- <t a- Q • & U) V) • V) cn cn + . � � , UJ �-- t-- -, r- --- , • • •• _ • � • .366 366 •• • • f • • • ♦ R • • • t • -� . • • • • _ /V/'i� . • �V //�� • r • �+ `fit . • • • • . • • • • • • . ` . • . . • _ • . • . • • • • • • • • . . . • . • . • • • • . . . . . • • • . . • r . .�} . . . ., . . . . ; . . • ; . . . ; . . . .- - - - - . �,• . . ,t- .) . . , . . . . ., . . . . . . . . , ♦ . • . •Y . . ., . . . . . . ; . . . . . _ . . . ; . . . ; . . . . . , . • . . . . . . . . . . . • r . . . . . . . • • , • • • - -- - - • . - -- '364 364 - . -- • . .. ..... ... .. . . . • r . r. _ • •• • • • • • •, • •• • • • • • • •• , i • • • • f • f • , •• • • f • �i • • • • w w w w w � w • • • �t{ • • • a • • • • • • • • • s • • s , . 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PAD . . • . . - - BADE. . ` , 35j(''�. . . • . . . - . . . • : •_ • _ • . • . . . . • . . .• . . • - ' - • ' - `. - ' - - - • . . .• . • . . . , • • • . • • --� . . . •. . . . • •358 8 r . • • . • • _ r • • • s • • • . • • • • • • . • • . . • • • • • _ • w .'• �"'�. ^"r"' • .� - . • • . • . • • • • . • Z� r r. -���. s • • • . . • s • . • • • ♦ • • • ♦ • • . • • • • • r • . • •' • . • • • . r . • . • • • • ♦ . • • .�"�..y. • . • • . r r s a - • • r . • . • r.�• • S =0% . • 356 . _. �_ ..• .•.. •. _ . .•. .•_.•. . .• .•. .• . .• .• s . .. ..•. .•... .•.. .•. . •. • _ �' - • . -•- -- •. - -- •356 _ r . . . r • . .. . - TOP I:ObTtI,G' _ .. . . .. .. . r -r • TAP �F F40TLNG - r f • _ ,_,_ . � -� �.. • • • • • • • • • • . • • • • • • • • • • • • s • • • • s • -� • • T • r . • • • • • r • • • • • • i • • • • ice""'" - .Z� �� • • • • • • • • • • 354L .. �. .•. - =- -•• - -.•. .•.....•..: • --:--. :-:— - ,-- ,._._�.- .- _-•.•. -- - -r - - -- . - -- - ...... . _ - - _ .. . ... .. _ . _ _ _ _ . : _ • s354 . • . . . . . LOiIVLINE - W 52 352 • . . • . . . • . • . • _ • • . • • f . • . . •f . • • . .f • . . • i . • . • • . . • 4 • . • . f• • • • • • • • . • . ! • • . . _! • • • .! • • • • i . . . f • • s • f• • • • !. _ . • . i. . • _ . t • • - • • • . • _ .t • r • • i • . _ . • . . . • Y • • • . b • • . . fs . • . t • . . • . • _t • . • . .! r . lr1 i • r • .�L • • . tr • • f• • _ • r t . • • • a .t • • . • .f • • . . ! • • . • . s • • i. • . - • •• . . • • t _ . • . .�i • . t . 2� . • .26 . f t . 27 28 29 30 31 32 `✓ 4 3 � U W 00 r� !�. r r K) o O p r w r n n r? n w re) O Oro � p O r d- d- � p O r r. r m t.,_ rn (0 cn C rn r O r� 00 00 o6 r� w L6 in cU c6 r J r W� r` r Lo Lo to Lo V) � rt) V) t:C) w U) ro Lo� Q L N n M r� M r7 r r M K7 r� M r7 > r7 F- � - j » > 0- jj Z» j > > » a-» >W >> WW W w ww ww w w W p WW w wW o W 2 () ' w J w J J J J J J }-- ..._d J W J J I I J Z J J F--- J J z_ j V) 0 W ww W WW WW W V) ww m WW w W W W i, Ld V) WW W W w Z r ,� � o o � r= r-= � �i rri a; Sri rri � a� vi � a� oc � r: o N o M of ago• cs� CY 0) rn ,. c� 0) F* a� cn o o �., r� I z�i °�o (00 zEn zr)rz z00c6 Zo o _ju ZNN 20000 Z: t- 00 N N L0 co C0 00 cC C(3 Qo (o N J N Ca o 0) c� Q �- + + + + + + + a_ + + + n + + CL + ._ j + + a_ + + a_ + + + o � CflCfl N OO NN W N W �� W �� W � � �' � �' W d-�t W �'d' W � S r7 r� rh n po to n V) r7 V) vi r� K) K) K) LL O Q W Q< W QQ p Q •cCQ W KtQ Q Q Q C� Q W QQ O QQ Q f-- F-- F- Z F-- Z F- F- F- Z F- F- Z F- Z F-- W F-- F-- Z F- F- Z F- F- #�- i-- (� V} (!) fIa Q (n V) V) U) � (n V) Q V} Q U) (n V) Q U) V} Q (J� W V) � U1 (/1 Q V) tl? Q U) V) Q (!� � Q 881.24 LF WALL SECTION 1 PUBLIC WALL PRIMATE WALL PUBLIC WALL 5.02 LF WALL SECTION 2 100.29 LF WALL SECTION 1 52.02 LF WALL SECTION 7 5.03 LF WALL SECTION 2 67.04 LF WALL SECTION 7 WALL PROFILE SCALE: HORZ. 1" = 50' VERT. 1" = 5' w Q 0 f m r L cn z 0 w z W O. V ,Y3 d :. C3 CL V w L ,d- ° 0 Q Q o { SOLID GROUT OUT #4 "L" BAR 0 EA CORNER IE 3 1/2% 7 1/2" x 2 3/16" RED BRICK VENEER WITH ANCHOR TIES TO GROUT 6w CONC. BLOCK (LOWER COURSES) go C ,ONC. BLOCK (UPPER COURSES) w z go TYPICAL SECTION A o SCA L E.- 1 = 5-0 10 Q/ SEE SHEET 1 FOR WALL DETAILS 1/2"x 11 1/2" x 2 3/16 Is SINGLE BULL NOSE ON 3 1/2"x 7 1 /?* x 2 3/16* RED BRICK W1 WHITE MORTAR IN GROUND LIGHTS (BY OTHERS) PLAN VIEW OF PLANTER AT CHAMBER BLVD @ENTRANCES NOT TO SCALE 2' x 2' BRICK PILASTER WITH e WHITE CONCRETE CAP 5s-4" RED BRICK VENEER WITH BLOCK WALL. USE MITE MORTAR. ELEVATION OF SIGN PLANTER CHAMBER BLVD @ENTRANCES FP 355.60 37 FP 355. 10 14 ANGLE POINT STA. 14+12-28 C.L VANDERMERE BLVD, 337.251 LT STA. 13+'30.45 Mil 15 if FP 354.50 L 36 FP 355.30 31+00 r- 4 C" DIR jlyf,-]JIT.r'j F'j Sf i T ;---j -'N ROAD r 15 SUMP WALLS Lo -.4- 1 C� 0 I LLi IYI L y�l ojl ++ C14 hp C-4 z C 11+00 Z:m R, 6/R81 :z Q C5 6 F: r., 00 C�C> ' 0 U) Q 4 - a z 37+00 PLAN VIEW SCALE: 1• = 50" NOTES: WALL DATA CALCULATED TO PROPERTY LINE, UNLESS OTHERWISE NOTED. SEE SHEET 1 FOR SECTION DETAILS. SUMP WALL SECTIONS SHALL NOT RECEIVE STUCCO OR BRICK VENEER. 0 LEgEN.D.0 ABBREVIATIONS CL RT LT 13C EC PC PCC PRC LF STA ELEV PA R/W Tw RAD FL LS R T L DESCRIPTIONS CENTERLINE RIGHT OF CENTERLINE LEFT OF CENTERLINE BEGIN CURVE END CURVE POINT ON CURVE POINT OF COMPOUND CURVE POINT OF REVERSE CURVE LINEAL FEET STATION ELEVATION PROPERTY LINE RIGHT OF WAY TOP OF WALL RADIAL BEARING FLOWLINE ELEVATION LANDSCAPE ELEVATION RADIUS OF CURVE TANGENT OF CURVE LENGTH OF CURVE 368 ft368 •. • . . • . .. . . . . .366 366 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . .... . . . . • 364' •� •' A-,* _�• • *364 •. . ... . . . .. . . . . . . . . . . A) Ao RJ i 4), ♦ *362 3620. W. . • . . . . . . . • • . . . . . . . . . . • . . • • • ... . . _ • . • ♦ • . • . ♦ • . . . . • . .0 . • • • • 00 -360 . . . •. . . . . . . . . . . . . . . 360 . . . . . . .. • . . . . . . . . . . . . - • - - - - - -- - - F. . . . ... . . . ... . . . ... . . . . • . . . . . • 0 • 00, a 0 0 -1 ca • • 00 00 TOPX PAD -358 358 . . . . . . . . . .• -GRADE . . . . . . .. • PAD- SUMP. TOP 'OF GRADE: TOP OF 8" BLOCK TOP OF SUMP 0 0 0 0 a a a 6 -356 356 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .87 BLOCK . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . aim mw iw" RM i"� F" A A(d LZ S 11 a 3540 . . . . 0. 0 .0. 0. -.354 Men" 0 0*0 • • OD 06 —TOP JOEs • • . . '352 352 . . . . . I . . . . .9 . . . . L . . . . 1 t FOOTING . . . 00ING . . . . . . f 137 . . . 0 0 0 0 0 Co (00 0 po to CO Lo Lo tn Lo to In tn 00 00 to Q_ ro vi rei C� a C-i to 0 tp Lo Lo to In Lo W) W) V) to n to n > CL >: >: >; >> >> > ui _j - W w w tu uj Ld ww w ,W .J 'w _j _j _J _j _j _j _1 _3 _j _j _j _j _j < W < W U) w W V) wuj W w _j Lo to _j 0 .0 LL- AD t-- ",: 1* '* - F- o o q 0- (:5 0 4 0 (%'i z CY) r-z r-: :7 1* oi ti 14- :m 0 co a_ 0 5 re) co Co 5 Coco o 0 V_ V_ Q_ ft) Z) + + + 0- + + + a- ++ + + + + + V) 0 0 0 N PI) pr) pr) tf) u') Co co CO CO CO V_ W v- W V- V-- T- v- V- T__ V) V.- Z CL CL _j a_ _j n- - - a- • - o < w W 0 w < t 0 w < ui < < LIJ F_ F_ F_ z I— CC] U) U) U) Q U) U) V) V) Q V) V) V) V) U) (n U) V) w (n 202.67 LF WALL SECTION 2 136.78 WALL SECTION 1 205.04 LF WALL SECTION 2 (WITHOUT STUCCO OR BRICK VENEER) (WITHOUT STUCCO OR BRICK VENEER) (WITHOUT STUCCO OR BRICK VENEER) PUBLIC WALL WALL PROFILE SCALE: HORZ. 1 50' VERT. 1 5* 29.51 LF WALL SECTION 3 (WITHOUT STUCCO OR BRICK VENEER) Scanned By DMI Cq Co AD - z m (n a Z w Y Q LJ 0 M V) OD z 4C LLJ z 2 ct: ZD ~ � Q Z 0 C/) (L O 3 0 uj co Cl) C*j 04 M V) OD z 4C LLJ z 2 ct: ZD ~ � Q Z 0 (L O 3 0 co Cl) C*j 04 U) lion Of V_ U) C114 C> z 2 M m V) fy U-) C/i LLJ LLJ C) C> C) C)I mm 00 C) C-) w LAJ QL C LLJ LLJ LL J © C:> C:j 6 00 C:> 00 0 OD z 4C z 2 ~ � Q Z 0 (L O 3 0 co Cl) C*j 04 lion V_ C114 Q 0 w I O 0) w I 0) vm l�l- LX23 1/4"x 2" STL. BAR (� WELDED TO PLATE 3/16" THICK PLATE; 5" LONG, 2" WIDE; WITH 2 EA. 23/64" DIA. HOLES _. � 17 — .r �. � r. ...�..._. . _ �....,,. ... .. .._.,.... 3/4 "x 3/4" TUBE PICKET 3/16" THICK PLATE; 3 -7/16 " LONG, O 1 -1 /2" WIDE; WITH 2 EA. 25/64" DIA. 0 MR moRm FILL CAVITY WITH GROUT 1/4 to x 2" STL. BAR PUNCHED FOR 3/4" TUBES WELDED 0 4" O.C. 2"x2" STL TUBE WITH MELDED CAP (CAST IRON CAP W/ 2" CAST IRON SPHERE) MAXIMUM SPACING AT 20' & EQUALLY SPACED BETWEEN PILASTERS. 3/4" TUBE (0.065 WALL THICKNESS) WITH METAL END CAPS 0 4" O.C. i i u INTERMEDIATE SUPPORTS AT MAXIMUM SPACING OF 6' O.C. TYPICAL WALL ELEVATION — VIEW FENCE NO SCALE 3 3/4 "x 2 1/4"x 7 7/8" RED BRICK VENEER WITH ANCHOR TIES TO CONC. GROUT --- — ----- #4 HOOPS 0 24" O.C. & AT GATE HINGE PLATE ANCHOR BOLTS r— 3 1/2"x 2 3/16 "x 7 1/2" RED BRICK CAP 3 1/2"x 2 3/16 "x 7 1/2"s RED BRICK WITH WHITE MORTAR 009 i ol PAD GRADE 2 "x 2" STL TUBE w f WELDED CAP 1/2- EXPANSION MATERIAL A EACH SIDE OF 12" DIAMETER CONCRETE - s ..f 6 - 6 "x 6" MOW CURB N '-- 12" DIAM. CONC. Ww r tV 3 1/2"x 2 3/16 "x 7 1/2" RED BRICK WITH WHITE MORTAR `-- WITH CASTLE & COOKE TRADITIONAL rvrcvu�n ircvty r t�vkt WHITE STUCCO ON STREET SIDE SECTION D ofts"ho" NO SCALE ���� 1 TT ■ TT'� w i • . • aaaa�.r'' II�I�I�Ii 1 "x2 "xis" TUBE 3 ��� ����� � ���� � i - �---� WE* = =mw m w =m m011 wlmika���ww���r����cr� �w����i ■w�+�s����ea�w��w�w������ SP -666 SPEAR i 10 COLLAR `-- WITH CASTLE & COOKE TRADITIONAL rvrcvu�n ircvty r t�vkt WHITE STUCCO ON STREET SIDE SECTION D ofts"ho" NO SCALE 4" x 3A STEEL PLATE WELDED TO 6" x 6" TUBE Y4" x 6" x 6" STEEL TUBE I � ATE FRAME A )5 BEARING (3 -Y4 lot x3 -Y4") "0 TOP OF CURB WITH �" WEDGE ANCHOR BOLTS. 4" x 3A STEEL PLATE WELDED TO 1 l/2 "x3" TUBE 'TER 4TE FRAME SIDEWALK 11/2"x3" STEEL TUBE WELDED TO "J" BOLTS IN PILASTER ;TER PEER ST205 BEARING BOLTED TO SIDEWALK WITH 2 EA. �6" WEDGE ANCHOR BOLTS. % GATE % GATE PILASTER W/ GATE., ANCHOR SCALES 1' = 1' A 2 3/16" x 3 5/8" x 7 5/8' BRICK 6" x 6" x 1/4" STRUCTURAL STEEL TUBE 3/80 STEEL. PLATE WELDED TO TUBE 4 EA. #4 VERT. REBAR #4 REBAR HOOP @ 24" ❑.C. SLID GROUT SECTION A -A SCALE. 1' = 1' #4 VERT. REBAR :BAR HOOP @ 24* O,C, < 6' x 1/4" STRUCTURAL. STEEL TUBE 4 EA. 18" #4 REBAR WELDED TO 6" TUBE LEGEND TF GATE MATERIALS 1 2 "x3 "x4i6" TUBE 2 1 "x2 "xis" TUBE 3 -Y4" BAR 4 4" ROSETTE #681 5 SP -666 SPEAR 6 10 COLLAR 7 ;Y4" ROD 8 FORGED LEAVES 9 %2* ROD 10 1' BAR 11 -Y4" ROD 4" x 3A STEEL PLATE WELDED TO 6" x 6" TUBE Y4" x 6" x 6" STEEL TUBE I � ATE FRAME A )5 BEARING (3 -Y4 lot x3 -Y4") "0 TOP OF CURB WITH �" WEDGE ANCHOR BOLTS. 4" x 3A STEEL PLATE WELDED TO 1 l/2 "x3" TUBE 'TER 4TE FRAME SIDEWALK 11/2"x3" STEEL TUBE WELDED TO "J" BOLTS IN PILASTER ;TER PEER ST205 BEARING BOLTED TO SIDEWALK WITH 2 EA. �6" WEDGE ANCHOR BOLTS. % GATE % GATE PILASTER W/ GATE., ANCHOR SCALES 1' = 1' A 2 3/16" x 3 5/8" x 7 5/8' BRICK 6" x 6" x 1/4" STRUCTURAL STEEL TUBE 3/80 STEEL. PLATE WELDED TO TUBE 4 EA. #4 VERT. REBAR #4 REBAR HOOP @ 24" ❑.C. SLID GROUT SECTION A -A SCALE. 1' = 1' #4 VERT. REBAR :BAR HOOP @ 24* O,C, < 6' x 1/4" STRUCTURAL. STEEL TUBE 4 EA. 18" #4 REBAR WELDED TO 6" TUBE LEGEND TF TOP OF FOOTING TW TOP OF WALL FL FLOWLINE RW RIGHT OF WAY TG TOP OF GATE °o j o Z rill LLJ W Z z W U • C? W 0 z Q No T 1. ELECTRIC GATE SYSTEM TO BE APPROVED BY ENGINEER PRIOR TO INSTALLATION. 2. GATE SYSTEM TO CONFORM TO C.O.B. STD. 5--42 -- , (T2) KNOX LOCK BOX TO BE INSTALLED ON EACH TELEPHONE ACCESS PEDESTAL C.O.B. FIRE DEPARTMENT SHALL INSPECT PRIVATE ACCESSES TYPICAL ENTRY LANESFIELD DRIVE ENTRANCE BRINDLEBAY LANE ENTRANCE NOT TO SCALE scanned By DMI Q 0 M. z 0 U) I..* w .t o D Co 3 pr 32' f 3 1/2 "x 2 3/16% 7 1/2" RED BRICK f2 WITH WHITE MORTAR ti Ij a m a (: 9 0-011 2 8"x 8"x 16" CONC BLOCK 0 8" WALL PORTION & 10 "x 8"x 16" CONC BLOCK 0 6" WALL PORTION 29-0" 00 #4 V BAR 0 EA. CORNER 4% 8"x 16" CONC. BLOCK CORE 6"x 8% 16" CONCRETE BLOCK WITH STUCCO ON STREET SIDE Im N TYPICAL WALL ELEVATION ALL STREETS SCALE: 1"=4' 8"x 8% 16" CONCRETE BLOCK WITH MATCHING STUCCO ON STREET SIDE (LOWER COURSES, PER PLANS) mum 1 / 2" EXPANSION JOINT 3 1/2"x 2 3/16"x 7 1/2" RED BRICK VENEER ANCHOR TIES TO CONC. RED BRICK SINGLE BULL NOSE ON 3 1/2" x 2 3/16" x 7 1/2" k RED BRICK r #5 CONT. IN BOND BEAM IIIIIIIIIiiii 0 iIN IN 1 iiiiiiiiiiiiii iiiiiiiiii iii i - -- mass soon Gloom i a 0 m ' m o ' mmw i RED BRICK OD #4 "L" BARS AT 32" O/C 101011 mmm • 0 4 a 0 ■ : 0 • 0 a • 1 a 0 . 0 30"' MIN. SPLICE 6 "x 8"x 16" mmm■ mmm rrr amm■ mmm m GROUT SOLID D LID rrr err ALL CAVITIES #4 VERTS. AT 32" O/C F ACE CONC. BLOCK rrr (CENTERED IN WALL) 0-011 2 8"x 8"x 16" CONC BLOCK 0 8" WALL PORTION & 10 "x 8"x 16" CONC BLOCK 0 6" WALL PORTION 29-0" 00 #4 V BAR 0 EA. CORNER 4% 8"x 16" CONC. BLOCK CORE 6"x 8% 16" CONCRETE BLOCK WITH STUCCO ON STREET SIDE Im N TYPICAL WALL ELEVATION ALL STREETS SCALE: 1"=4' 8"x 8% 16" CONCRETE BLOCK WITH MATCHING STUCCO ON STREET SIDE (LOWER COURSES, PER PLANS) mum 1 / 2" EXPANSION JOINT 3 1/2"x 2 3/16"x 7 1/2" RED BRICK VENEER ANCHOR TIES TO CONC. RED BRICK SINGLE BULL NOSE ON 3 1/2" x 2 3/16" x 7 1/2" k RED BRICK �— PLANTER LOT SIE 3 1/2"x 2 3/16 "x 7 1 /2" RED BRICK WITH WHITE MORTAR 3 1/2 x 7/16% 7 1/2" RED BRICK VENEER WITH WHITE MORTAR STREET SIDE STUCCO 6 "x 8% 16" CONCRETE BLOCK STUCCO ON STREET SIDE 8 "x 8% 16" CONCRETE BLUUK b JUMU ON STREET SIDE PROPERTY (AS REQUIRED, PER PLAN) LINE 8 2 SECTION B *+N llll� 2 SCALE 1 "= 4' 3 1/2 x 2 3/16% 7 1/2" RED BRICK WITH WHITE MORTAR 3 1/2 "x 2 3/16"x 7 1/2" RED BRICK CAP WITH WHITE MORTAR 6 "x 8"x 16" MORTARED CONCRETE BLOCK 3 5/8 "x 7/16"x 7 5/8" RED BRICK WITH MATCHING STUCCO ON STREET SIDE VENEER WITH WHITE MORTAR (UPPER COURSES) SECTION A SCALE: 1 "=4' 12 00 #5 CONT. IN BOND BEAM (AT MID HEIGHT) x SEALANT TO BE < :2 APPLIED BY WALL � 2 CONTRACTOR 7o LANDSCAPE GRADE VARIES 04 9" (6 MIN) #4 BARS 0 0 32" O/C TV- 3— #4 CONT. RE—BAR CONCRETE FOOTING x x 3 3" CONCRETE BLOCK 2411' CHAIRS SHALL BE USED TO PLACE FOOTING RE—BAR WALL SECTION 9 PLANTER SCALE: 1 l'-O" 3 1/2 x 2 3/16"x 7 1/2" P/L RED BRICK CAP F 2# #5,' CONT. IN BOND BEAM LOT SIDE (12" FROM TOP OF WALL) w #4 "L" BAR AT 32" O/C a _j (CENTERED IN BLOCK) w I w (30 12, MIN. LAP SPLICE) < P.- u- 7: cr 0 0 GROUT SOLID ALL CAVITIES CO _j -1 0 w 1 1: 1 < 6 "x 8"x 16" CONCRETE BLOCK o 'o 3: 3: V) w #5 CONT. IN BOND BEAM m !ij W (AT MID HEIGHT) 0 W- < V) LL_ > 3 1/2"x 2 3/16"x 7 1/2" RED BRICK VENEER WITH ANCHOR TIES TO CONC. BLOCK WALL STREET SIDE x LANDSCAPE GRADE < VARIES (6" MIN) 2% ­.'. oox . SEALANT TO PE APPLIED BY WALL CONTRACTOR CONCRETE FOOTING 0 #4 BAR 0 32 O.C. 2-8 3"x 3"x 3" CONCRETE BLOCK #4 CONT. RE --BAR CHAIRS SHALL BE USED TO — PLACE FOOTING RE—BAR NO VENEER ON SOUTH ALLEN ROAD WALL SECTION 10 SCALE: 1 6 "x 8% 16" BLOCK #4 "L" BAR @ 32" O/C 10 "x 8% 16" BLOCK W/ 2 EA. #4 "L" BAR @ PILASTER 1/2" EXPANSION JOINT WITH CLOSED END BLOCK AT EXPANSION InIKIT TE'DAIMATE' Df'%Kln DEA►i 4C=C'l 10 "x 8'px 8" BLOCK W/ #4 "L" BAR @ PILASTER 7, 6"X 8"X 16"' BLOCK to Lo 0 N Woo U) w w U) U) %.-Of 4 "x 8"x 16" BLOCK W/#4 BAR EACH CELL © PILASTERS #4 BAR CONTINOUS PLAN SECTION AT WALL AND PILASTE& _WALL SECTIONS 1 5 NO SCALE #4 '*L" BAR 0 EA CORNER L)L-V%wr\ TVI-%L-L. MORTAR. MORTAR. STUCCO ON STREET SIDE ELEVATION OF` CORNER WALL CHAMBER BLVD @SOUTH ALLEN ROAD CHAMBER BLVD @WINDERMERE DRIVE WHITE LANE @WINDERMERE DRIVE 24' RADIUS TO THIS LINE--,,, (FACE OF 8" BLOCK) 8" CONC. BLOC4 (LOWER COURSE • 0 mono • 4 3 1/2 6" CONC. BLOCK x 2 3/16"x 7 1/2" (UPPER COURSES) RED BRICK VENEER WITH ANCHOR TIES TO CONC. BLOCK WALL SOLID GROUT #4 BAR @.EA CORNER 3 1/2 x 7 1/2" x 2 3/16'p RED BRICK VENEER WITH ANCHOR TIES TO GROUT 6*' CONC. BLOCK—` (LOWER COURSES) 8" CONC. BLOCK (UPPER COURSES) CONC. BLOCK 3 1/2 x 2 3/16"x 7 1/2" RED BRICK VENEER WITH ANCHOR TIES TO CONC. BLOCK WALL 3 1/2 x 11 1/2" x 2 3/16" SINGLE BULL NOSE ON 3 1/2 x 7 1/2" x 2 3/16" RED BRICK W/ WHITE MORTAR 20'-7 9, -- 4 7 1/2" NR r #5 CONT. IN BOND BEAM 0 (12" FROM TOP OF WALL) STUCCO FACE i RED BRICK OD #4 "L" BARS AT 32" O/C 3 5/8 "x 7/16"x 7 5/8" 30"' MIN. SPLICE 6 "x 8"x 16" (CENTERED IN WALL) CONC. BLOCK m GROUT SOLID D LID 8"X 8"X 16" SMOOTH ALL CAVITIES #4 VERTS. AT 32" O/C F ACE CONC. BLOCK �— PLANTER LOT SIE 3 1/2"x 2 3/16 "x 7 1 /2" RED BRICK WITH WHITE MORTAR 3 1/2 x 7/16% 7 1/2" RED BRICK VENEER WITH WHITE MORTAR STREET SIDE STUCCO 6 "x 8% 16" CONCRETE BLOCK STUCCO ON STREET SIDE 8 "x 8% 16" CONCRETE BLUUK b JUMU ON STREET SIDE PROPERTY (AS REQUIRED, PER PLAN) LINE 8 2 SECTION B *+N llll� 2 SCALE 1 "= 4' 3 1/2 x 2 3/16% 7 1/2" RED BRICK WITH WHITE MORTAR 3 1/2 "x 2 3/16"x 7 1/2" RED BRICK CAP WITH WHITE MORTAR 6 "x 8"x 16" MORTARED CONCRETE BLOCK 3 5/8 "x 7/16"x 7 5/8" RED BRICK WITH MATCHING STUCCO ON STREET SIDE VENEER WITH WHITE MORTAR (UPPER COURSES) SECTION A SCALE: 1 "=4' 12 00 #5 CONT. IN BOND BEAM (AT MID HEIGHT) x SEALANT TO BE < :2 APPLIED BY WALL � 2 CONTRACTOR 7o LANDSCAPE GRADE VARIES 04 9" (6 MIN) #4 BARS 0 0 32" O/C TV- 3— #4 CONT. RE—BAR CONCRETE FOOTING x x 3 3" CONCRETE BLOCK 2411' CHAIRS SHALL BE USED TO PLACE FOOTING RE—BAR WALL SECTION 9 PLANTER SCALE: 1 l'-O" 3 1/2 x 2 3/16"x 7 1/2" P/L RED BRICK CAP F 2# #5,' CONT. IN BOND BEAM LOT SIDE (12" FROM TOP OF WALL) w #4 "L" BAR AT 32" O/C a _j (CENTERED IN BLOCK) w I w (30 12, MIN. LAP SPLICE) < P.- u- 7: cr 0 0 GROUT SOLID ALL CAVITIES CO _j -1 0 w 1 1: 1 < 6 "x 8"x 16" CONCRETE BLOCK o 'o 3: 3: V) w #5 CONT. IN BOND BEAM m !ij W (AT MID HEIGHT) 0 W- < V) LL_ > 3 1/2"x 2 3/16"x 7 1/2" RED BRICK VENEER WITH ANCHOR TIES TO CONC. BLOCK WALL STREET SIDE x LANDSCAPE GRADE < VARIES (6" MIN) 2% ­.'. oox . SEALANT TO PE APPLIED BY WALL CONTRACTOR CONCRETE FOOTING 0 #4 BAR 0 32 O.C. 2-8 3"x 3"x 3" CONCRETE BLOCK #4 CONT. RE --BAR CHAIRS SHALL BE USED TO — PLACE FOOTING RE—BAR NO VENEER ON SOUTH ALLEN ROAD WALL SECTION 10 SCALE: 1 6 "x 8% 16" BLOCK #4 "L" BAR @ 32" O/C 10 "x 8% 16" BLOCK W/ 2 EA. #4 "L" BAR @ PILASTER 1/2" EXPANSION JOINT WITH CLOSED END BLOCK AT EXPANSION InIKIT TE'DAIMATE' Df'%Kln DEA►i 4C=C'l 10 "x 8'px 8" BLOCK W/ #4 "L" BAR @ PILASTER 7, 6"X 8"X 16"' BLOCK to Lo 0 N Woo U) w w U) U) %.-Of 4 "x 8"x 16" BLOCK W/#4 BAR EACH CELL © PILASTERS #4 BAR CONTINOUS PLAN SECTION AT WALL AND PILASTE& _WALL SECTIONS 1 5 NO SCALE #4 '*L" BAR 0 EA CORNER L)L-V%wr\ TVI-%L-L. MORTAR. MORTAR. STUCCO ON STREET SIDE ELEVATION OF` CORNER WALL CHAMBER BLVD @SOUTH ALLEN ROAD CHAMBER BLVD @WINDERMERE DRIVE WHITE LANE @WINDERMERE DRIVE 24' RADIUS TO THIS LINE--,,, (FACE OF 8" BLOCK) 8" CONC. BLOC4 (LOWER COURSE • 0 mono • 4 3 1/2 6" CONC. BLOCK x 2 3/16"x 7 1/2" (UPPER COURSES) RED BRICK VENEER WITH ANCHOR TIES TO CONC. BLOCK WALL SOLID GROUT #4 BAR @.EA CORNER 3 1/2 x 7 1/2" x 2 3/16'p RED BRICK VENEER WITH ANCHOR TIES TO GROUT 6*' CONC. BLOCK—` (LOWER COURSES) 8" CONC. BLOCK (UPPER COURSES) CONC. BLOCK 3 1/2 x 2 3/16"x 7 1/2" RED BRICK VENEER WITH ANCHOR TIES TO CONC. BLOCK WALL 3 1/2 x 11 1/2" x 2 3/16" SINGLE BULL NOSE ON 3 1/2 x 7 1/2" x 2 3/16" RED BRICK W/ WHITE MORTAR 20'-7 9, -- 4 7 1/2" NR 8 CONC. BLOCK 'ol'! (LOWER COURSES) 2' x 2' BRICK PILASTER WITH 4" WHITE CONCRETE CAP BRONZE LETTERING ON FACE TO MATCH EXISTING SEVEN OAKS SIGN MONUMENTS • • (� IN GROUND LIGHTS (BY OTHERS) (SEE WALL SECTION 5)---,,,, 3 1/2 x 2 3/16% 7 1 /2" PLAN VIEW OF WALL AT RED BRICK VENEER WITH CHAMBER BLVD @SOUTH ALLEN ROAD WHITE LANE @WINDERMERE DRIVE NOT TO SCALE 5' -4" RED BRICK VENEER WITH BLOCK WALL. USE WHITE MORTAR. ELEVATION OF SIGN PLANTER CHAMBER BLVD @SOUTH ALLEN ROAD WHITE LANE @WINDERMERE DRIVE RED BRICK SINGLE BULL NOSE ANCHOR TIES TO CONC. I* BLOCK WALL ON 3 1/2 x 2 3/16" x 7 1/2" RED BRICK (SEE WALL SECTION 8) 1/2" x 2 3/16v x 7 1/2 BRICK VENEER STUCCO WATERPROOF SEAL 3 1/2 x 2 3/16"x 11 1/2" RED BRICK CAP WITH WHITE MORTAR RED BRICK SINGLE BULL NOSE 0 ON 3 1/2" x 2 3/16" x 7 1/2" i RED BRICK OD 3 5/8 "x 7/16"x 7 5/8" 0 RED BRICK VENEER m 8"X 8"X 16" SMOOTH #4 VERTS. AT 32" O/C F ACE CONC. BLOCK 0 (CENTERED IN WALL) 0 #5 CONT. IN BOND BEAM to V_ vi (AT MID HEIGHT) STUCCO 6"X 8"X 16"' SMOOTH 0 -1 U) W 3 1/2 x 2 3/16"x 11 1/2" uj m o * FACE CONC. BLOCK N RED BRICK CAP SEALANT TO BE APPLIED BY WALL CONTRACTOR SEALANT TO BE D _j 0 _j WITH WHITE MORTAR UD 5 APPLIED BY WALL 0 LANDSCAPE GRADE VARIES CONTRACTOR (6" MIN) 0 #4 BAR 0 32 O/c M 3— #4 CONT. RE—BAR 3 "x 3"x 3" CONCRETE BLOCK 16 U-i CHAIRS SHALL BE USED TO PLACE FOOTING RE—BAR WALL SECTION 8 3 1/2*sx 2 3/16 x 7 1/2" RED BRICK CAP PLANTER WITH WHITE MORTAR SCALE: 1 1 _0111 N (3 A\ C> 8 CONC. BLOCK 'ol'! (LOWER COURSES) 2' x 2' BRICK PILASTER WITH 4" WHITE CONCRETE CAP BRONZE LETTERING ON FACE TO MATCH EXISTING SEVEN OAKS SIGN MONUMENTS • • (� IN GROUND LIGHTS (BY OTHERS) (SEE WALL SECTION 5)---,,,, 3 1/2 x 2 3/16% 7 1 /2" PLAN VIEW OF WALL AT RED BRICK VENEER WITH CHAMBER BLVD @SOUTH ALLEN ROAD WHITE LANE @WINDERMERE DRIVE NOT TO SCALE 5' -4" RED BRICK VENEER WITH BLOCK WALL. USE WHITE MORTAR. ELEVATION OF SIGN PLANTER CHAMBER BLVD @SOUTH ALLEN ROAD WHITE LANE @WINDERMERE DRIVE RED BRICK SINGLE BULL NOSE ANCHOR TIES TO CONC. I* BLOCK WALL ON 3 1/2 x 2 3/16" x 7 1/2" RED BRICK (SEE WALL SECTION 8) 1/2" x 2 3/16v x 7 1/2 BRICK VENEER STUCCO WATERPROOF SEAL 3 1/2 x 2 3/16"x 11 1/2" RED BRICK CAP WITH WHITE MORTAR SECTION gcanned By DM° 1�4_ 0 0 O V),;* 0 i OD 0 m z 0 (3 0 Z 0 to V_ 0 00 uj m o x X 00 UD x 00 SECTION gcanned By DM° 1�4_ 0 0 O V),;* U) 0 > uj m o 0 U-i W4 uj C> < c> co c> Scanned , By DMI /,�{- , g,-zg