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HomeMy WebLinkAbout1.4-6578 Ph 8 & 9 Record DrawingGENERAL STRUCTURAL NOTES GENERAL A. All work shall be performed in accordance with applicable sections of the California Building Code (CBC). Current Edition. FOUNDATIONS A. For allowable soil bearing values refer to the Soil Engineers, Inc. Preliminary Soils Report No. 02-9892, dated 4 -25 -2002 - CONCRETE At A. Materials: /-` 1. Reinforcing: Deformed ASTM A615, Grade -. (oD 2. Cement: Portland Cement, Type II, ASTM O. 3. Aggregate: ASTM C-33. 4. Water: Clean and Drinkable. B. Concrete Mix Design For Footings and Wall: 1. Class B" Concrete, 2500 PSI ® 28 Days. 2. 5.0 SOCKS of Cement (min) per Cubic Yard. 3. 1 1/2" Ag@regate (max).. 4. 4" Slump (max). C. Admixtures: Only as approved by the Engineer. MASONRY A. Materials: 1. Concrete Block Masonry Units: ASTM C-® 2. Reinforcing Materials: ASTM A615, Grade ,hO Go deformed. 3. Admixtures: Only as approved by the Engineer. B. Mortar: 1. Strength: Type S, 1200 PSI ® 7 days and 1800 PSI ® 28 days. C. Grout: 1. Strength: 1500 PSI ® 7 days and 2500 PSI ® 28 days. 2. Concrete block masonry units shall be dry and clean before grouting operation. 3. "Wet -setting" ,of the first course of block will be allowed. NOTE: 1. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION DEPARTMENT SHALL BE GIVEN 24 HOURS NOTICE. TELEPHONE 326-3049 2. ALL MATERIALS SUPPLIED FOR THIS PROJECT WILL REQUIRE A CERTIFICATE OF COMPLIANCE STATING THAT THE REQUIREMENTS & STANDARDS SET FORTH BY THE CITY OF BAKERSFIELD HAVE BEEN MET. GENERAL NOTES 1. WALL BLOCK TYPE: MORTARED 6"x 8'•x 16" CONCRETE BLOCK •' '• 16'• CONCRETE BLOCK PATTERN: i\ F TAS CAP: 6' 16'• SLUMPSTONE 2. ALL STATIONING DATA V;; -01 A CALCULATED AT PROPERTY LINE. 3. HEIGHT OF WALL SHALL BE 6'-0" MIN. MEASURED FROM GROUND AT HIGHEST SIDE OF WALL. 4. WALL IS TO BE CAPPED AS NOTED ON PLAN. 5. CONTRACTOR SHALL BE RESPONSIBLE FOR CLEARING & GRADING THE AREA ALONG THE WALL LINE. 6. CONTRACTOR SHALL OBTAIN. AND PROVIDE ALL PERMITS REQUIRED BY C.O.B. BUILDING DEPARTMENT AND/OR PUBLIC WORKS DEPT. 7. ALL SURVEYING REQUIRED SHALL BE PROVIDED INITIALLY BY N.T.S. 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 CITY OF BAKERSFIELD KERN COUNTY CALIFORNIA WALL CONSTRUCTION PLANS FOR TRACT NO, 6578 PHASES 3,8&9 1 I I � A -20A ill O LOT II I2 SALES MAP OF LOSS OF I KERN COUNTY LAO COMPANY � - r-------P�rTstr�GER-Raav-- - I • r IF uric • ' L - __ --- - - -_-_ l• sIiOLAB4Rp-f NUIL: ON LA51• WEST AND NORTH SIDES OF SUMP - USBAUSDA SCORED BLOCK. BD•4 w19" SSOLID BLOCCKK CAP. � P/L a•e1 aAl c.a..ti 6'X8"X16" BALBOA SCORED BLOCK #5 CONT. IN BOND BEAM - (12" FROM TOP OF WALL) GROUT SOLID ALL CAVITIES - 6"x 6"x 16" CONCRETE BLOCK A. -x .1p �nw���� CONT. IN BOND BEAM - Pl.,A `40• ,5,r_ J6•TTGMMM (AT MID HEIGHT) STREET SIDE � IQI O a 1 ' 'r �a �r r a a • a �a. e a a I Tr r- TI 1 I a I 1 I a� • I ' La a a a a , p I Irc �v _.... I • _� I I I I I I {. I1 I I�' It 1 1 1 I I ( �� I l l Iz • I1 1 r a a �� _L _L_I_J�_ �a�_��_' • a N • I • • •_�r a s I 1L_ I__ �_-_ _ /�S • a • a ��� �� ���_� � I I r I � •� 1 • ss 1 I l •�2 a a • r�v 1 I I -j- 4 _ 1 _ I !� �•% -moo l I I I I I I 11 � ®-� 1 I ® ® DENOTES SHEET NUMBER w���� ❑� C 56 10. EXPANSION JOINTS SHALL BE CONSTRUCTED IN EACH PILASTER 78 �- LOT SIDE -� .:f. PALM 11 JOINTS OF 60' IN WALLS WITHOUT PILASTERS. SHEET TITLE 11. BLOCKS AND BRICKS SHALL BE SET ON GRADE, TRUE, PLUMB I ^ j AND STRAIGHT. CURVES SHALL BE LAID OUT ON NO GREATER 1. COVER SHEET i rc ¢ I ER LE m Q B S 1 LD STOCKO KERN HWY. IB 99 58 MING �AVE. IN PLACE PRIOR TO PLACEMENT OF BLOCK. OPEN END BLOCK W p W WILL BE ALLOWED IN GROUTED CELLS ONLY. NO BROKEN BLOCK. 3. ALLEN ROAD AND WALL DETAILS WILL BE ALLOWED. ALL CONSTRUCTION OF NON -MODULAR PIECES PLANZ SEALANT TO BE APPLIED AD WHITE 12. BLOCK COLOR SHALL BE UNIFORM IN TEXTURE AND COLOR. 4. � 13 m �- \ `VARIES (6" MIN) COMMENCEMENT OF WORK AND NOTIFY ENGINEER IF CONFLICT 5. WINDERMERE STREET � PA CHECO RD. FA IRVIEW 0 PENS] GER R NOT COSTS TO RELOCATE IN THE EVENT OF PROPER NOTIFICA- TION AHEAD OF THE CONSTRUCTION. PAWAMA McC UTC W Q ADS ¢ it A ] EDON BRACING OF WALL, SHALL BE PROVIDED BY THE CONTRACTOR, RD. OSKIN ESPECIALLY IN THE EVENT THAT FULL HEIGHT GROUTING METHOD � q IS USED. TAFI. 0 HWY tt 15. PANA McKEE PU RD. KIN (-T L- R9BPJ COPIES OF SUBDIVISION IDENTIFICATION SIGN PLANS TO THE BUILDING DIRECTOR L�l-1 FOR REVIEW AND APPROVAL PURSUANT TO BMC SECTION 17.60.110 (N). ONE w :. `• 119 a a - 3 URNO �J OA o 0 m 0 _ 99 VICINITY MAP NO SCALE KEY MAP -� I 1 s�' I �' r• I I I 1 1 1 1 I 4 1 SCALE: 1"=200' �/1 _._� �• �-®La 1.L1• • 1 1 O -I- Ij. ABBREVIATIONS FL FLOWLINE CL CENTETRUNE ELEV ELEVATION BC BEGIN CURVE EC END CURVE GB GRADE BREAK R/W RIGHT-OF-WAY SURVEY MONUMENT PER C.O.B. STD. S-29. EXISTING' SURVEY MONUMENT SECTION DESIGNATION - SECTION TETTER SHEET WHERE SECTION IS SHOWN 2 ENGINEER'S STATEMENT THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY DIRECTION AND TO THE BEST OF MY KNOWLEDGE AND BELIEF COMPLY WITH CITY OF BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN CRITERIA AND INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD. I AM RESPONSIBLE FOR ALL CALCULATIONS AND DRAWINGS ON THESE PLANS AND ANY ERRORS, OMISSIONS, OR VIOLATIONS OF THOSE ORDINANCES, STANDARDS AND DESIGN Cfj)ITW A SHALL BE APPROVED BY: RAUL M. ROJAS PUBLIC WORKS DIRECTOR DATE �',"y! R R.C.F. 39880 EXP. 12-31-09 / " REVIEWED BY: � j ,S. V " ZI2�/OS ASSISTANT PUBLIC WORKS DIRECTOR TTT REVIEWED 9Y: TRAFFIC ENGINEER LIS LANDSCAPE GRADE VARIES (6" MIN) INDEX OF SHEETS 10. EXPANSION JOINTS SHALL BE CONSTRUCTED IN EACH PILASTER �- LOT SIDE -� IN ALL WALLS, AND A MAXIMUM DISTANCE BETWEEN EXPANSION JOINTS OF 60' IN WALLS WITHOUT PILASTERS. SHEET TITLE 11. BLOCKS AND BRICKS SHALL BE SET ON GRADE, TRUE, PLUMB I ^ j AND STRAIGHT. CURVES SHALL BE LAID OUT ON NO GREATER 1. COVER SHEET i E _#4'C BAR AT 16" O.C. p THAN 8 FOOT CHORDS. m Q (CENTERED IN WALL) I HORIZONTAL MORTAR COURSES ON BLOCK SHALL BE 2. PENSINGER (STA. 10+00.00 TO 23+89.98) 3 (30" MIN. LAP SPLICES) b 1/2" f1/8". ALL REINFORCING STEEL SHALL BE TIED FIRMLY IN w IN PLACE PRIOR TO PLACEMENT OF BLOCK. OPEN END BLOCK W p W WILL BE ALLOWED IN GROUTED CELLS ONLY. NO BROKEN BLOCK. 3. ALLEN ROAD AND WALL DETAILS WILL BE ALLOWED. ALL CONSTRUCTION OF NON -MODULAR PIECES SEALANT TO BE APPLIED SHALL BE DONE WITH SAWCUTS 12. BLOCK COLOR SHALL BE UNIFORM IN TEXTURE AND COLOR. 4. SUMP WALL 13 CONTRACTOR SHALL VERIFY LOCATION OF UTILITIES PRIOR TO m `VARIES (6" MIN) COMMENCEMENT OF WORK AND NOTIFY ENGINEER IF CONFLICT 5. WINDERMERE STREET WITH UTILITIES EXIST. CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRS. TO DAMAGED UTILITIES CAUSED BY HIS FORCES, BUT NOT COSTS TO RELOCATE IN THE EVENT OF PROPER NOTIFICA- TION AHEAD OF THE CONSTRUCTION. 14. ALL PROPER SAFETY PRECAUTIONS, INCLUDING SHORING AND BRACING OF WALL, SHALL BE PROVIDED BY THE CONTRACTOR, ESPECIALLY IN THE EVENT THAT FULL HEIGHT GROUTING METHOD IS USED. 15. PRIOR TO INSTALLATION OF ANY SIGNAGE, SUBDIVIDER SHALL SUBMIT TWO COPIES OF SUBDIVISION IDENTIFICATION SIGN PLANS TO THE BUILDING DIRECTOR FOR REVIEW AND APPROVAL PURSUANT TO BMC SECTION 17.60.110 (N). ONE COPY OF THE SIGN. PLAN SHALL ALSO BE SUBMITTED TO THE PARKS DIVISION FOR REVIEW AND APPROVAL. SIGN PLANS SHALL INCLUDE COPY, DIMENSIONS, COLOR, MATERIALS, LIGHTING, ANCHORAGE AND LOCATION OF SIGN(S).. APPROVAL OF THESE WALL PLANS DOES NOT INCLUDE APPROVAL OF ANY SIGNAGE. 16. FOOTINGS SHALL NOT EXCEED THE WIDTH SHOWN ON THE PLANS BY MORE THAN 2". ANY FORMWORK NECESSARY TO MAINTAIN THIS FOOTING WIDTH SHALL EXTEND BELOW THE FINSIHED TOP OF GRADE AT LEAST 16" OR THE DEPTH OF THE FOOTING, WHICHEVER IS LESS. 17. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPT. FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED STREET RIGHT-OF-WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT, A. DEPOSIT BASED UPON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE RIGHT-OF-WAY AND INSURANCE SHALL BE POSTED PRIOR TO ISSUANCE OF THE PERMIT. KEY MAP -� I 1 s�' I �' r• I I I 1 1 1 1 I 4 1 SCALE: 1"=200' �/1 _._� �• �-®La 1.L1• • 1 1 O -I- Ij. ABBREVIATIONS FL FLOWLINE CL CENTETRUNE ELEV ELEVATION BC BEGIN CURVE EC END CURVE GB GRADE BREAK R/W RIGHT-OF-WAY SURVEY MONUMENT PER C.O.B. STD. S-29. EXISTING' SURVEY MONUMENT SECTION DESIGNATION - SECTION TETTER SHEET WHERE SECTION IS SHOWN 2 ENGINEER'S STATEMENT THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY DIRECTION AND TO THE BEST OF MY KNOWLEDGE AND BELIEF COMPLY WITH CITY OF BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN CRITERIA AND INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD. I AM RESPONSIBLE FOR ALL CALCULATIONS AND DRAWINGS ON THESE PLANS AND ANY ERRORS, OMISSIONS, OR VIOLATIONS OF THOSE ORDINANCES, STANDARDS AND DESIGN Cfj)ITW A SHALL BE APPROVED BY: RAUL M. ROJAS PUBLIC WORKS DIRECTOR DATE �',"y! R R.C.F. 39880 EXP. 12-31-09 / " REVIEWED BY: � j ,S. V " ZI2�/OS ASSISTANT PUBLIC WORKS DIRECTOR TTT REVIEWED 9Y: TRAFFIC ENGINEER LIS LANDSCAPE GRADE VARIES (6" MIN) #4 BAR 0 32" O.C. 3 EA. #4 BAR CONTINUOUS 3"x 3"x 3" CONCRETE BLOCK 01 CHAIRS SHALL BE USED TO n PLACE FOOTING RE -BAR 26" f7 N O ~ GO I ro j Q d o v O Of WALL SECTION 1 e I J Q d N.T.S. w w � 3 O 0 N � v w M \ £FR T yah a, 6 U sY0- '♦ urf3 / • \ 1 LEGEND: -- -o STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS �) STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS. S SEWER - REFER TO SEWER & STORM DRAIN PLANS © SEWER MANHOLE - REFER TO SEWER & STORM DRAIN PLANS. © SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. -- - -- -- - - -- PHASE UNE O CURVE NUMBER FOR CURVE DESCRIPTION ® ITEM OF WORK - SEE SCHEDULE $0e.1%2 A. 1A.UijTr,M 2.c.6. $3322 nM Scj-4Nor-TM 9.C:E,144185 w 3 -I DOIP 7`) j UN ITS a � 6=R?�SiB' SLUMPSTONE SOLID G"%LIVE"gppWl ® BLOCK GAP. P/L G Q e%xe'ziC' SLUMPSTONE SOLID 3 W BLOCK CAP. P/L sjAeUaAI� 6CA4 t�MSuaval. GRAY 6"X8"X18' BALBOA SCORED BLOCK W W 6"XIy 6" BALBOA SCORED BLOCK •Il liv1J #5 CONT. YN BOND BEAM 2' N #5 CONT. IN BOND BEAM 2•• (12" FROM TOP OF WALL) LOT SIDE o q' (12" FROM TOP OF WALL) LOT SIDE -/ O N ro W Ill ' 1 O V% W z w m K Z G 2> ; O ro 6 GROUT SOLID ALL CAVITES - ¢ o ' g ¢ #4 VERT. BAR AT 32" O.C. -a �+' O J GROUT SOLID ALL CAVITIES 8"x 8"x 16" CONCRETE BLOCK #4 VERT. BAR AT 32" O.C. b O 1' (CENTERED IN WALL) P ~ 3 A U 6"x 8'x 16' CONCRETE BLOCK (CENTERED IN WALL) 1- 3 I (30" MIN. LAP SPLICES) '" 0 N w 0 (30" MIN. LAP SPLICES)'o w aI w STREET SIDE V I I a "+ ✓' #5 CONT. IN BOND BEAM m y 2 W U tVls.1 "O.G VsWs f -I+wi I z wE w a + STREET SIDE V M A� 5 CONT. IN BOND BEAM I O �_ I SEALANT TO BE APPLIED O ¢ L=� (�w•IT) I LL BY WALL CONTRACTOR LL 4.5 OR 6 EA 6"x 8"x 16 CO C E ISLOOK 2 or 3 EA 8"x 8"x 16' CONCRETE BLOCK I (SEE WALL PROFILE) I 1JEATLY GROUT CAVITY (SEE WALL PROFILE) NEATLY GROUT CAVITYx x.. #5 'Y BAR AT 16" O.C. ¢ , ¢ O x X„ TO 6Y ABOVE TOP OF FTG. < #4 "C BAR AT 16" O.C. ¢. ¢: 2% TO 40" ABOVE TOP OF FTG0 0 2% 294' em om - N -"n" SEALANT TO APPLIED LANDSCAPE GRADE 13" 13" BY WALL CONTRACTOR v VARIES (6' MIN) LANDSCAPE GRADE 14. 14"rr .ro'\ -, VARIES (6" MIN) a' p #4 BAR ®32' O.C. I #4 BAR 0 32 O C - C 1 %I/ ✓� 3 EA. #4 BAR CONTINUOUS n 3 EA. #4' 9 C C' rOSr 3"x 3"x 3" CONCRETE BLOCK C W CHAIRS SHALL BE USED TO 34" 3"x 3"x 3" CONCRETE BLOCK 36' 6- D • $ W PLACE FOOTING RE -BAR CHAIRS SHALL BE USED TO WALL SECTION 2 PLACE FOOTING RE -DAR CIVIL Q�\P WALL SECTION 3 GrmwL W r N.T.S.N.T.S. VNVr ^11 aNL7 40-cb-"? 0) of �- LOT SIDE -� o to Y W °a I ^ j 4 E _#4'C BAR AT 16" O.C. p pj m Q (CENTERED IN WALL) I ip 3 (30" MIN. LAP SPLICES) b t w 0 W p W O 4 ¢ > SEALANT TO BE APPLIED BY WALL CONTRACTOR o F my m `VARIES (6" MIN) #4 BAR 0 32" O.C. 3 EA. #4 BAR CONTINUOUS 3"x 3"x 3" CONCRETE BLOCK 01 CHAIRS SHALL BE USED TO n PLACE FOOTING RE -BAR 26" f7 N O ~ GO I ro j Q d o v O Of WALL SECTION 1 e I J Q d N.T.S. w w � 3 O 0 N � v w M \ £FR T yah a, 6 U sY0- '♦ urf3 / • \ 1 LEGEND: -- -o STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS �) STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS. S SEWER - REFER TO SEWER & STORM DRAIN PLANS © SEWER MANHOLE - REFER TO SEWER & STORM DRAIN PLANS. © SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. -- - -- -- - - -- PHASE UNE O CURVE NUMBER FOR CURVE DESCRIPTION ® ITEM OF WORK - SEE SCHEDULE $0e.1%2 A. 1A.UijTr,M 2.c.6. $3322 nM Scj-4Nor-TM 9.C:E,144185 w 3 -I DOIP 7`) j UN ITS a � 6=R?�SiB' SLUMPSTONE SOLID G"%LIVE"gppWl ® BLOCK GAP. P/L G Q e%xe'ziC' SLUMPSTONE SOLID 3 W BLOCK CAP. P/L sjAeUaAI� 6CA4 t�MSuaval. GRAY 6"X8"X18' BALBOA SCORED BLOCK W W 6"XIy 6" BALBOA SCORED BLOCK •Il liv1J #5 CONT. YN BOND BEAM 2' N #5 CONT. IN BOND BEAM 2•• (12" FROM TOP OF WALL) LOT SIDE o q' (12" FROM TOP OF WALL) LOT SIDE -/ O N ro W Ill ' 1 O V% W z w m K Z G 2> ; O ro 6 GROUT SOLID ALL CAVITES - ¢ o ' g ¢ #4 VERT. BAR AT 32" O.C. -a �+' O J GROUT SOLID ALL CAVITIES 8"x 8"x 16" CONCRETE BLOCK #4 VERT. BAR AT 32" O.C. b O 1' (CENTERED IN WALL) P ~ 3 A U 6"x 8'x 16' CONCRETE BLOCK (CENTERED IN WALL) 1- 3 I (30" MIN. LAP SPLICES) '" 0 N w 0 (30" MIN. LAP SPLICES)'o w aI w STREET SIDE V I I a "+ ✓' #5 CONT. IN BOND BEAM m y 2 W U tVls.1 "O.G VsWs f -I+wi I z wE w a + STREET SIDE V M A� 5 CONT. IN BOND BEAM I O �_ I SEALANT TO BE APPLIED O ¢ L=� (�w•IT) I LL BY WALL CONTRACTOR LL 4.5 OR 6 EA 6"x 8"x 16 CO C E ISLOOK 2 or 3 EA 8"x 8"x 16' CONCRETE BLOCK I (SEE WALL PROFILE) I 1JEATLY GROUT CAVITY (SEE WALL PROFILE) NEATLY GROUT CAVITYx x.. #5 'Y BAR AT 16" O.C. ¢ , ¢ O x X„ TO 6Y ABOVE TOP OF FTG. < #4 "C BAR AT 16" O.C. ¢. ¢: 2% TO 40" ABOVE TOP OF FTG0 0 2% 294' em om - N -"n" SEALANT TO APPLIED LANDSCAPE GRADE 13" 13" BY WALL CONTRACTOR v VARIES (6' MIN) LANDSCAPE GRADE 14. 14"rr .ro'\ -, VARIES (6" MIN) a' p #4 BAR ®32' O.C. I #4 BAR 0 32 O C - C 1 %I/ ✓� 3 EA. #4 BAR CONTINUOUS n 3 EA. #4' 9 C C' rOSr 3"x 3"x 3" CONCRETE BLOCK C W CHAIRS SHALL BE USED TO 34" 3"x 3"x 3" CONCRETE BLOCK 36' 6- D • $ W PLACE FOOTING RE -BAR CHAIRS SHALL BE USED TO WALL SECTION 2 PLACE FOOTING RE -DAR CIVIL Q�\P WALL SECTION 3 GrmwL W r N.T.S.N.T.S. VNVr ^11 aNL7 40-cb-"? 0) of 1 1 To FO KGS GONG MGN R. L H 0 PENS/NCER ROAD V� FOR W 1/4 COSEC. 244 , 30/26 AND SALES MAP CORNER. 36"0 TREE 0 m 1 ! I.D. MONUMENT, SEE SHEET 3 SALES LOT LINE 11+00 12+00 - - 13+00 ! - -FLOO 20+OD 21+00 + o o SIGHT 22+00 _+ 1 ci Q o 450• LINE OF 5 �{ STA. 15+91.03 GL O y o o '•' ^m 028i 450' LINE OF SIGHT I 450 LWE OF SIGHT __ g:L11 450' LINE OF SIGHT i Y _ _ 0.259 4�LFL 24+00-( R t , � S8924.33'E 105. - 5 4. 48' S89'4S'OYE 190.04' 689'46.02'E 8281• Sy ,ti4, 589'46'02 E S8946b2`' E 158.03 I � PL m y a 49.14 � 5692433E 534.9 ¢ N I 1 Al . �hQ 4 O N � �i3�"ja 1 Q .a•1'�k. H 11 I II +i M I I t i ALLEN ROAD SEE SHEET 3 �ftEVIS!ONS APPR EQ: ROGER. A. MdNTOSH 3 RE 33322 JIM SCNROETE R_O.E. 46185 0 SCALE: 1"=50' UNIT 9 --1 ---i 6' 1 �a A FLOW4INE ti3 STORM DRAIN -REFER TO SEWER d STORM DRAIN PIANS Y li`.iz PROPOSED PROPOSED CE14TERUME ar z mm BLOCKWALL 0 LQ AREA ' ELEVATION O �a vlm a v, 0 SCALE: 1"=50' UNIT 9 W, a .46'02"E 10.00' o '` 8 mN I i o 1 I ; 1 O m n m r m I �� I I� ( I I I I 0 0 n J FP. 346.5 -ta �I I F FP. 346.0 ce I I 1 J� I I UNIT ti3 z r¢ 9 1 FI � titi 1 ti3 1 I o3 I < + w ti3 - z mm n l w j< mm 1 mm FP. 345.7 1 I z Eia I I I I I 1 1 ti3 i I _ O ¢ Q m•o FP. 3454 on mm FP. 345.5 N'• 3'15.7346 �� aml of ' 1 z o� n _m m_ mm w mm FP. 345.9 FP. 346.0 FP. 346.3 FP. 346.5 1 IFP. . FP. 347.3 I n m ron ER 346.2 ( I I FP. 346.6 .1r( �(� rn ti3I m om o ++ I ++ 1 xz nc^i^\\�iJ� 1 O o o^ o �y I w I I c� 1 I 1 'mnl O� ti w.+o� c3 ad i `� d¢ z dN 1 1 mm++ U » wvy avein I� ' 1 1 aF �� 0 mm3 pffl m6NO� \Q4,N I ( 1 1 `�W Nm J Z Lt + _ FP. 346.3 X � m O _ Saiz /^� 1 -----'�}9--------------- o--P--���—� -- is 00 o W Y � Q !D it PENSINGER ROAD (STA. 10+00.00 TO 23+89.98)_ M PLAN VIEW NOTE: SCALE: 1" = 5D' WALL DATA CALCULATED TO PROPERTY LINE, UNLESS OTHERWISE NOTED. SEE SHEET 1 FOR WALL SECTION DETAILS. �6 zo � � ZSP R fs7 - 74 RAW LEGEND: 11' 3' eBREV1AT1oNs --1 ---i 6' 1 FL A FLOW4INE --- STORM DRAIN -REFER TO SEWER d STORM DRAIN PIANS Y PROPOSED PROPOSED CE14TERUME 3 LANDSCAPE BLOCKWALL 3 LQ AREA ' ELEVATION O I CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS. U Q AREA Q �S m � MINIMUM 2% N 2% MWiq -[:�" W W 4.1 MAX PAD ELEI RIGHT-OF-WAY SIDEWALK 2,7 SLOPE O TYPICAL SECT10114A © N.T.S. 2 3 Y SEE SHEET I FOR WALL SECTION DETAILS W, a .46'02"E 10.00' o '` 8 mN I i o 1 I ; 1 O m n m r m I �� I I� ( I I I I 0 0 n J FP. 346.5 -ta �I I F FP. 346.0 ce I I 1 J� I I UNIT ti3 z r¢ 9 1 FI � titi 1 ti3 1 I o3 I < + w ti3 - z mm n l w j< mm 1 mm FP. 345.7 1 I z Eia I I I I I 1 1 ti3 i I _ O ¢ Q m•o FP. 3454 on mm FP. 345.5 N'• 3'15.7346 �� aml of ' 1 z o� n _m m_ mm w mm FP. 345.9 FP. 346.0 FP. 346.3 FP. 346.5 1 IFP. . FP. 347.3 I n m ron ER 346.2 ( I I FP. 346.6 .1r( �(� rn ti3I m om o ++ I ++ 1 xz nc^i^\\�iJ� 1 O o o^ o �y I w I I c� 1 I 1 'mnl O� ti w.+o� c3 ad i `� d¢ z dN 1 1 mm++ U » wvy avein I� ' 1 1 aF �� 0 mm3 pffl m6NO� \Q4,N I ( 1 1 `�W Nm J Z Lt + _ FP. 346.3 X � m O _ Saiz /^� 1 -----'�}9--------------- o--P--���—� -- is 00 o W Y � Q !D it PENSINGER ROAD (STA. 10+00.00 TO 23+89.98)_ M PLAN VIEW NOTE: SCALE: 1" = 5D' WALL DATA CALCULATED TO PROPERTY LINE, UNLESS OTHERWISE NOTED. SEE SHEET 1 FOR WALL SECTION DETAILS. �6 zo � � ZSP R fs7 - 74 RAW LEGEND: 11' 3' eBREV1AT1oNs WALL PROFILE SCALE: HORZ. I" = 50' VERT. 1" = 5' 0 Z < J Q 3p y oi b S W W Z 55 Z ® LV IL yr GAUD W Ur1 rr5 '&-I oNcy m u� ---i 6' 1 FL A FLOW4INE --- STORM DRAIN -REFER TO SEWER d STORM DRAIN PIANS Y PROPOSED GL CE14TERUME STORM DRAIN MANHOLE -REFER TO SEWER &STORM DRAIN PLANS 3 LANDSCAPE BLOCKWALL ELEV ELEVATION ' BEGIN WRVS CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS. Q AREA EC END CURVE til 2' GEI GRADE BREAK s ----- SEWER - REFER TO SEWER & STORM DRAIN PLANS W W R/W RIGHT-OF-WAY 2 O © SEWER MANHOLE -REFER TO SEVER & STORM GRAIN PLANS 3 Y 1 OO SURVEY MONUMENT PER C.O.B. SID. 5-29. 0C © SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS k 0 S PAD ELEVATION OO EXISTING SURVEY MONUMENT 'l SECTION OTSIC-NARM PHASE I1NE 2% N 2% MIN �6" MINIMUM SECRdI LEVER O CURVE NUMBER FOR CURVE DESCRIPTION �- 4: 1 MAX ® ITEM OF WORK -SEE SCHEDULE i w SIDEWALK 2 SHEET WERE SO:DRI 5 SHOWN m m TYPN.^.AL RECTION %81 WALL PROFILE SCALE: HORZ. I" = 50' VERT. 1" = 5' 0 Z < J Q 3p y oi b S W W Z 55 Z ® LV IL yr GAUD W Ur1 rr5 '&-I oNcy m u� SLUMPSTONE SOLID BLOCKCAP 0 Y� 6"x2"x16" G=)Fp%9eG SLUMPSTONE SOLID BLOCK CAP. COLOR 6"X8"X16" BALBOA SCORED BLOCK NATURAL COLOR 6"X8"x16-. 0 M — 21.7 TO 26.3± — 23.0' TO 27C'± ------— Typical Wali Section ENCANTO 8"x8"x16" -R; f " SPLIT FACE BLOCK #4 BAR - PLACED IN CENTER OF CAVITY FILL ALL CAVITIES WITH GROUT � Acrylic Stucco Color: Omega Sandalwood SPLI' FACE Color: Tan __----@-_-- CL STA. 29+20.4 CE STA. 30+59.95-------------------------------------------�� 130+00 +00 NdQ 55 49'E 32+00 +00 7T9.55 4+00 5+00 —__+----i-----_-I--.—_--1----�-__� 00 - � I.D. MONUMENT, SFE TF11S SHEET � ---D-- - - 550 UNE - - - —3 - - —/-�-U 25 SEE INDIVIDUAL WALL PLANS AND PROFILES FOR PANEL LENGTH N01'50'41' LINE DATA LEGEND: v.,-v'sTG� 13 u'.7j FL ABBREVIATIONS FLOWTINE o STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS CL CENTERLINE til STORM DRAIN MANHOLE - ROPER TO SEWER & STOW DRAIN PLANS ELEV ELEvanoN L1 ¢ N BC BEGIN CURVE i CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS. EC END CURVE FP. 345.1 GB GRADE BREAK - SEWER - REFER TO SEWER & STORM DRAIN PLANS - s — R/W RIGHT-OF-WAY 03 FP. 345.a OM'ry I .J F (Sj SEWER MANHOLE - REFER TO SEWER & STORM DRAIN PLANS. 34J QQ SURVEY MONUMENT PER C.O.B. STD. 5-29. aAn © SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. QQ EXISnNG SURVEY MONUMENT J N - - - - - - - - - - PHASE LINE SECTION DESIGNATION, J SEC11tkV� O1 CURVE NUMBER FOR CURVE DESCRIPTION- mJ ' - — A ® ITEM OF WORK - SEE SCHEDULE m SHEET WHERE SECTOR IS 910611 2 mm ti3 SLUMPSTONE SOLID BLOCKCAP 0 Y� 6"x2"x16" G=)Fp%9eG SLUMPSTONE SOLID BLOCK CAP. COLOR 6"X8"X16" BALBOA SCORED BLOCK NATURAL COLOR 6"X8"x16-. 0 M — 21.7 TO 26.3± — 23.0' TO 27C'± ------— Typical Wali Section ENCANTO 8"x8"x16" -R; f " SPLIT FACE BLOCK #4 BAR - PLACED IN CENTER OF CAVITY FILL ALL CAVITIES WITH GROUT � Acrylic Stucco Color: Omega Sandalwood SPLI' FACE Color: Tan __----@-_-- CL STA. 29+20.4 CE STA. 30+59.95-------------------------------------------�� 130+00 +00 NdQ 55 49'E 32+00 +00 7T9.55 4+00 5+00 —__+----i-----_-I--.—_--1----�-__� 00 - � I.D. MONUMENT, SFE TF11S SHEET � ---D-- - - 550 UNE - - - —3 - - —/-�-U 25 SEE INDIVIDUAL WALL PLANS AND PROFILES FOR PANEL LENGTH N01'50'41' LINE DATA `} v.,-v'sTG� 13 u'.7j L1 27.60' N4696'53'E L2 15.00' N8924'33W 1-3 Jg2) i a 0 p FP. 344.1 L1 ¢ N M i D_ N s FP. 345.1 o � J 1 a 1 JQ p1 03 FP. 345.a OM'ry I .J F f 34J aAn H' 1 i J J N I O S J A ? Z mJ ' I o m mm ti3 � z w mm G' Z NN NW d WZ C56 MN M ++ I 6Z y ! 93 LINE DATA UNE v.,-v'sTG� 13 u'.7j L1 27.60' N4696'53'E L2 15.00' N8924'33W 1-3 I a 0 p FP. 344.1 ¢ N M i D_ N A I FP. 345.1 o � J 1 a 1 JQ p1 03 FP. 345.a OM'ry I .J F f 34J aAn H' 1 �00 m�� T�3RFI ]FR PTS HAWKSMOOR ST. SEE SHEET 4 TYPICAL WALL FRONT ELEVATION SCALE: 1"=3'-0" _..- .VERT. 1' = 5' 550' LINE OF 132.65' LINE DATA UNE DISTANCE BEARING L1 27.60' N4696'53'E L2 15.00' N8924'33W 1-3 28.96' N43'43'18'E TYPICAL WALL FRONT ELEVATION SCALE: 1"=3'-0" _..- .VERT. 1' = 5' 550' LINE OF 132.65' ALLEN ROAD PLAN VIEW NOTE: SCALE 1" = 50' WALL DATA CALCULATED TO PROPERTY LINE, UNLESS OTHERWISE NOTED. SEE SHEET 1 FOR WALL SECTION DETAILS. VN ITS ' o 0 zoo oA Ings i D_ _ t'1\� s >8Z 34J aAn z z O S A ? Z mJ ' I o ti3 � ti � rn w mm I Z NN NW 1 1 MN M I 6Z �Q NlA I ! I fo PENSINGER RD. SEE SHEET 2 ALLEN ROAD PLAN VIEW NOTE: SCALE 1" = 50' WALL DATA CALCULATED TO PROPERTY LINE, UNLESS OTHERWISE NOTED. SEE SHEET 1 FOR WALL SECTION DETAILS. VN ITS ' o 0 ALLEN RD. SEE SHEET 3 0 o f ' b9C 1 n I.D. MONY MENT, SEE SHEET 3 —� fp, BREUER CT. CL INTERSECTION 1+EOR 0HUR0.RE-- 0.44% im �� r HAdVKSRA00R ST; QJ 1 58974'33'E 206.29' 60'x60" LINE OF SIGHT `� 11- NO I I Q O rvOj r Z 0 i \ I 3¢4. SW o� z ci, \R v f I � i oI SCALE: 1'=50' �UQJpQ rrQn UNIT V NC ® I Z 6 1 I ¢ m �.:/ V Y l/ Y JmU N r 1 r I 20 J _Q z r I Um ' V3ti (A -H + z� -F ,f 1/1 r �0 1 00wa p +T 1 STRFAM FNFPHY IN(` "FR01FR" 0 R/W 10 I I PROPOSED LANDSCAPE BLOCKWALL ARE I 2 F II I �S Pe 2%27 MIN 9 CL INTERSECTION 13+61.41 HAWHSM 15+89.93 JAYDYN o LINE DATA LINE DISTANCE BEARING L4 56.56' S44'24'20'E L5 46.69' S00'3554'W L6 1274' S00'3554W L7 — — LB 32.76' N72'59'10'E 0 R/W 10 I I PROPOSED LANDSCAPE BLOCKWALL ARE I 2 F II I �S Pe 2%27 MIN 9 CL INTERSECTION 13+61.41 HAWHSM 15+89.93 JAYDYN o I o EL 0 M J JQ Q ti3 f +T ELEVATOR o BC I + + END CURVE dd GRADE BREAK nuri I SUMP PLAN VIEW SCALE: i" = 50' NOTE: WALL DATA CALCULATED TO PROPERTY LINE, UNLESS OTHERWISE NOTED. SEE SHEET 1 FOR WALL SECTION DETAILS. WALL SECTIONS 1A & 2A ARE INDENTICAL TO WALL SECTIONS 1 & 2, EXCEPT THEY ARE STANDARD GREY BLOCK, 1" GROUT CAP & NO PILASTERS. -6" MINIMUM 27 MIN TYPICAL SECTION %A1 N.T.S. 4 SEE SHEET 1 FOR WALL SECTION DETAILS 352 1" 3sDl— 3 346 3 3 3 BOTTOM 1 SLOPE ( 06 100 00 I 48 z DSCAPE GRADE J I TOP 8"BCR TOP OFISUMP i 7 _ - - i i I 1 4 FLOWLINE 0 o TOP OF FOOTING o 0 0 0 0 M M M J J W W W W W W M W wr= wo ra r.m m m n wz� oo z� zy rn �o o; ma0 O+ M aN �^ 3 f z f 3 f rod w¢ od od of 3d od Q r rr zr zr z w r �Qm mm Qm Qm WN mm WN 309.54 LF WALL SECTION 2 PUBLIC WALL WALL PROFILE SCALE: HORZ. 1" = 50' VERT. 1' = 5' 12.74 LF WALL SECTION 2 -J PUBLIC WALL 352 350 348 346 344 342 340 6.00 LF WALL SECTION 106.00 LF SEE SHEET 5 I� I I vU, nI U IV nrvu 29 If _ it I + -w----- LIZ J J I r K O P� F S (� O M I f I oz °' 2 a �I m30 N UNJI z 30 \ a J Q m¢ Q N o ¢ o I is z�Q on UM� g rm II I �ti33 rWN l Y om 45 I) + !n yrnoo an+ am+I I� \ Fo I:o W I w wMMa FP. 346.1 11 N� W z�� 0 Q t Der mm I I z Q wow / S8974'33"E W E;: p o z L8 0 102.27 II 5 3 6 i 1 I I A 76 '@�--� rn I 1 M If F p J If a om rn m J-pg,UNIT 3`+m I ` I O 3md' 3oa or= OJ ZMm WNVI I yZj 1�� Wim I mr 0 5 350.00 TOP 35p'O( Lj6 dd wm�n mvri vri QI EXISTING CANAL FENCE ----------------------------_.___ I IRRIGATION CANAL ABBREVIATIONS to _ EL FLOWLINE CL CENTERUNE r ELEV ELEVATOR o BC BEGIN CURVE m EC END CURVE GB GRADE BREAK R/W RIGHT-OF-WAY OQ SURVEY MONUMENT PER C.O.B. STD. S-29. z Q EXISTING SURVEY MONUMENT a SECTION DESIGNATION, SS SEWER MANHOLE - REFER TO SEWER & STORM DRAIN PLANS. -t < SECTION LETTER SHEET WHERE SECTION IS SHUWN 2 © SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. W �O - - - - - - - - - - - - PHASE THE NQ O1 CURVE NUMBER FOR CURVE DESCRIPTION m ® ITEM OF WORK - SEE SCHEDULE 7 U U 40 PUBLIC WALL WALL PROFILE SCALE: HORZ. 1" = 50' VERT. 1' = 5' 12.74 LF WALL SECTION 2 -J PUBLIC WALL 352 350 348 346 344 342 340 6.00 LF WALL SECTION 106.00 LF SEE SHEET 5 I� I I vU, nI U IV nrvu 29 If _ it I + -w----- LIZ J J I r K O P� F S (� O M I f I oz °' 2 a �I m30 N UNJI z 30 \ a J Q m¢ Q N o ¢ o I is z�Q on UM� g rm II I �ti33 rWN l Y om 45 I) + !n yrnoo an+ am+I I� \ Fo I:o W I w wMMa FP. 346.1 11 N� W z�� 0 Q t Der mm I I z Q wow / S8974'33"E W E;: p o z L8 0 102.27 II 5 3 6 i 1 I I A 76 '@�--� rn I 1 M If F p J If a om rn m J-pg,UNIT 3`+m I ` I O 3md' 3oa or= OJ ZMm WNVI I yZj 1�� Wim I mr 0 5 350.00 TOP 35p'O( Lj6 dd wm�n mvri vri QI EXISTING CANAL FENCE ----------------------------_.___ I IRRIGATION CANAL d 0 "'!NT S6- 2988 ABBREVIATIONS to _ EL FLOWLINE CL CENTERUNE r ELEV ELEVATOR o BC BEGIN CURVE m EC END CURVE GB GRADE BREAK R/W RIGHT-OF-WAY OQ SURVEY MONUMENT PER C.O.B. STD. S-29. z Q EXISTING SURVEY MONUMENT a SECTION DESIGNATION, SS SEWER MANHOLE - REFER TO SEWER & STORM DRAIN PLANS. -t < SECTION LETTER SHEET WHERE SECTION IS SHUWN 2 d 0 "'!NT S6- 2988 E PETROLEUM INC. TRAZIER-AKERS' Rk"S�61C-WECC-T'5D+A'-CR[r'�� E FROM THE SW COR. to _ (EIEC LOCATION) M W O M rn r r7 M o r � ( m < O O m ZZ — s SEWER -REFER TO SEWER &STORM DRAIN PLANS z a a SS SEWER MANHOLE - REFER TO SEWER & STORM DRAIN PLANS. -t < © SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. W �O - - - - - - - - - - - - PHASE THE NQ O1 CURVE NUMBER FOR CURVE DESCRIPTION m ® ITEM OF WORK - SEE SCHEDULE 7 U U LEGEND: --c STORM DRAIN - REFER TO SEWER & STORM DRAIN PIANS ® STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS. 'm 3 — s SEWER -REFER TO SEWER &STORM DRAIN PLANS SS SEWER MANHOLE - REFER TO SEWER & STORM DRAIN PLANS. © SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. - - - - - - - - - - - - PHASE THE O1 CURVE NUMBER FOR CURVE DESCRIPTION ® ITEM OF WORK - SEE SCHEDULE L `J, w tt ir, E.O. - I� STA. 1 + 57. 24- S E.1 + INTERSECT] N 17+00 — 12+00 _ - 13+00 14+00 STA. +12. - _ - — - _N00'53'S2'E 75+00 i6+OOSTA. 10+00.0 RUBIK 17+00 WINDERMERE ] ST. --+- II FL 450' LINE OF SIGHT 9 R/W750 1 "o C7 I N01'53'45'E 104.53 I NOi'53'45"E 95.48' I © 6, PL �' I — -- — -- -- �9e io IN00'53'52"E 384.53' ST L q 1 I I o M r' 3 1 �s I I s min I I II 1 ¢ 11 FP. 345.7 r I o I yl ¢ II W� i I a i F U3 I m I a J I I I I JAI m O U3IT N' I I ti3 N mM FP. 346.0 Q n I ti3 I Ci3 q. I 5 I 6 I � ^^ FP. 3645.9 I row I FP. 345.4 I FP. 345.3 I FP. 345.1 IFP. 345.0 N NNI + 12I I a� NN FP. 345.6 ++ aao I I I xJ Mm FP. 344:8 �i0 I ( N Z^! N imp WJ++I z QL I ++ J M'� I ++ I I I s3 `O mI P ASE LINE YImFFF oo -Nuri `RN I i I DI 41 VIN \ Urr IW NN I I �W NVII #, 111 t 1 I LUCKMAN DR. _--- —14+�O I 10 1470 -17+6]+bO __—'_ 1 +i5I`a- 1z CZ+ <I z � ( 1 - m N I I O 358 356 354 352 350 348 345 344 342 340 5 N1 Vv 3' 1 PROPOSED LANDSCAPE S OCKWALL AREA 17' o I I I U 2 Q �S m GygOS MINIMUM 27 N 2% MIN 4r 1 MAX PAD ELEVA 77ON e7ncwatw 2:1 SLOPE TYPICAL SECTION rA1 N.T.S. 5 SEE SHEET 1 FOR WALL SECTION DETAILS O N M Cl � 6 w J + K n + w O i W JO SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. N+ ry W F aQ ITEM OF WORK - SEE SCHEDULE Q: N aQ 4� OF q o N 358 356 354 352 350 348 345 344 342 340 5 N1 Vv 3' 1 PROPOSED LANDSCAPE S OCKWALL AREA 17' o I I I U 2 Q �S m GygOS MINIMUM 27 N 2% MIN 4r 1 MAX PAD ELEVA 77ON e7ncwatw 2:1 SLOPE TYPICAL SECTION rA1 N.T.S. 5 SEE SHEET 1 FOR WALL SECTION DETAILS N O m CURVE DATA O LENGTH RADIUS TANGENT DELTA Cl � N 35.67' 2048.00' 17.84' 00'59'53" BLOCKWALL I + w O i W Qy J SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. Q ry W F + ITEM OF WORK - SEE SCHEDULE N O m CURVE DATA CURVE LENGTH RADIUS TANGENT DELTA Cl 32.33' 1952.00' 16.16' 00'65'56" C2 35.67' 2048.00' 17.84' 00'59'53" WINDERMERE ST. (STA. 10+00.00 TO 16+52.48) PLAN VIEW NOTE: SCALE: 1" = 50' WALL DATA CALCULATED TO PROPERTY LINE, UNLESS OTHERWISE NOTED. SEE SHEET 1 FOR WALL SECTION DETAILS. R 14' /W 71' R 3' I J LANDSCAPE w AREA 2" Y I m �S N 2% MIN 4:1 MAX -PROPOSED BLOCKWALL LANDSCAPE AI 2 MINIMUM L Li 2% 2% TYPICASECTION L'B1 N. T. S. 5 SEE SHEET i FOR WALL SEC77ON DETAILS 25.74 LF WALL SECTION i SECTION 2 SECTION 3 WALL PROFILE SCALE: HORZ. 1" = 50' VERT. 1" = 5' 38.22 LF WALL SECTION 2 --J 358 356 _.__.._ 354 352 350 348 346 _._ 344 342 R/W l�it7-ft I V N T TS 16-9 ��Ly 1'S -y55' 1` N 1 0 I 1 �_.- Q BLOCKWALL I r+j O SEWER - REFER TO SEWER & STORM DRAIN PLANS i SEWER MANHOLE - REFER TO SEWER & STORM DRAIN PLANS. r® SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. 6" MINIMUM 2% MIN Oi CURVE NUMBER FOR CURVE DESCRIPTION ® ITEM OF WORK - SEE SCHEDULE TO OF q o 5 ANDSCA I NISH PAD o + FLbwLINE� __— +. —_ y!I I I TOP OF FOOT;G+, T 12 lz M r m � Mn1� ro 66 nn 0 m n ISO oa of nn OM ah NI I `Lin Mn 1�0 n n nn h0 0< ism nn OM va qui nn N MM hn vv MM Mh n0 as MM h O a M f�0 oa ae MM O a M OM `fie MM Mfg as MM h0 a'a MM OM �a MM Z M a M w J W n N O O + O d Q W !- F N N ww J J W W 00 00 <O 10 NN ++ 00 f QQQW r r U NNW w J W O ro N M + O d rF mm www J W W 00 00 mm MM ++ 00 f a! QQ W r F- F- 00 0 Jw J W W NN MM 00 MM ++ 00 d QQ LJ r F- 1- NN 0 ww J J W W 00 00 NN WI ++ 00 '- d QQ F VINVI ww J J W W 00 00 d' V I�I� ++ 00 f d' QQ NN Vl lwi w J ZF W W 00 U 00 N T< d' mm ++ z 00 z J QQ J W) 3 W W W W 77 r r MM ++ f •�- d QQ W woo W W J J W W µµ OO ++ NN f QQLj wom W J W N (V M + N. m QW NVI W W J J W W Wm N�(l ++ N' •- QQ �j NVI LLI W J W N Kl t0 + N a- Q yj N VV II W 4�J W W NN NN OO ++ MM QQ LJ NN N W W J J W W tODIQ N IV 04 ++ MM QQ W NN 0 W W J J W W 00 In n OO ++ <4 QQ LJ NN V wJw U W W W N 00 J 0O J 1p {p Q ++ mM QQ Q NN O J a W W N F- N rN Q V1 + W� M S3 N �W 36.00 LF WALL 75.09 LF WALL 378.91 LF WALL SECTION 1 98.52 LF WALL SECTION 1 25.74 LF WALL SECTION i SECTION 2 SECTION 3 WALL PROFILE SCALE: HORZ. 1" = 50' VERT. 1" = 5' 38.22 LF WALL SECTION 2 --J 358 356 _.__.._ 354 352 350 348 346 _._ 344 342 R/W l�it7-ft I V N T TS 16-9 ��Ly I PROPOSED I BLOCKWALL I CATCH BASIN REFER TO SEWER & STORM DRAIN PLANS. 12' SEWER - REFER TO SEWER & STORM DRAIN PLANS OS SEWER MANHOLE - REFER TO SEWER & STORM DRAIN PLANS. © SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. 6" MINIMUM 2% MIN Oi SIDEWALK F"i -F TYPICAL SECTION �1 N.T.S. 5 SEE SHEET 1 FOR WALL SECTION DETAILS ABBREVIATIONS FL FLOWUNE CL CENTERLINE ELEV ELEVATION BC BEGIN CURVE EC END CURVE GB GRADE BREAK R/W RIGHT-OF-WAY 00 SURVEY MONUMENT PER C.O.B. STD. S-29. C EXISTING SURVEY MONUMENT SECTION DESIGNATION: SECTON LETTER L����� SHEET WHERE SECTON IS SHOWN 2 SUMP BOTTOM I SLOPE ®'A3-/7 2 I Lu W 3 c W co p .0 S W W cc W uj aAD Q m Z U r e o rvde' G ( rJa W S W t £ L rf'� { t r i l�it7-ft LEGEND: LEGEND" V N T TS 16-9 ��Ly STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS - ----D- ® STORM DRAIN MANHOLE REFER TO SEWER & STORM DRAIN PLANS CATCH BASIN REFER TO SEWER & STORM DRAIN PLANS. s SEWER - REFER TO SEWER & STORM DRAIN PLANS OS SEWER MANHOLE - REFER TO SEWER & STORM DRAIN PLANS. © SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. s Oi CURVE NUMBER FOR CURVE DESCRIPTION ® ITEM OF WORK - SEE SCHEDULE ®'A3-/7 2 I Lu W 3 c W co p .0 S W W cc W uj aAD Q m Z U r e o rvde' G ( rJa W S W t £ L rf'� { t r i 2 I Lu W 3 c W co p .0 S W W cc W uj aAD Q m Z U r e o rvde' G ( rJa W S W t £ L rf'� { t r i