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HomeMy WebLinkAbout1.4-7261 Ph 5 - 7GENERAL STRUCTURAL NOTES_ GENERAL • applicableA. All work shall be performed in accordance with i California i i EditionCurrent FOUNDATIONS allowable soil A.For Engineering, bearingSoils # «Report No.yDated• CONCRETE A.Materials: • d ASTM ' Grade • 2. Cement: Portland Cement, Type 11, ASTM C-150. 3. Aggregate: ASTM C-33. 4. Water•Clean and Drinkable. B.Concrete Mix Design gigi FootingsGrouting:ll ff #a •Days. w r0 Sacks of Cement ' Cubic • 1 1/2!Y Ag regate (max). • of SIL NOX). C. Admixtures: Only as approved by the Engineer. MASONRY A. Materials: Concrete Block Masonry ♦ Units: ASTM C-90 ASTM C-216 • Reinforcing Pacific yy t Brick, • w ! 1 !• ASTM f Grade 60 • Admixtures: Engineer. B. ♦ Mortar: Strength: Type f 1200 PSI 0 7 days and 1800 PSI0 28 days. 1 . Strength: 1500 PSI 0 7 days and 2500 PSI 0 28 2. Concrete block masonry units shall be dry and clean before• "'Wet -setting ff i operation •allowed. 16. AN OPEN STREET PERMIT SHALLBE OBTAINED BAKERSFIELD PUBLIC DEPT. , PERFORMED EXISTING ACCEPTED i' STREET RIGHT-OF-WAY. L SECURED D ii L IMPROVEMENT i L MIG , BASED J,,- i y,,,, APPROVED i'ii. ENGINEER'S ESTIMATE SHALL BE POSTED PRIOR TO ISSUANCE OF THE PERMIT. 17. ANY WORK . PUBLIC FACILITIES FROM PRIVATE PROPERTY WILL REQUIRE AN ENGINEER'S ESTIMATE FOR THE WORK IN THE EXISTING PUBLIC +ESTABLISH DEPOSIT. 18 t ... ALL PROPOSED WALLS HEREIN ARE PUBLIC WALLS AND ARE TO BE i PUBLICLY MAINTAINED. L i..... UNDERGROUND SERVICE ALERT ■• ..,L CONTACTED w WORKING SHALLDAYS PRIOR TO THE START OF CONSTRUCTION (811). 20. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER /CON TRACTOR. THE NUMBER AND LOCATION OF REQUIRED TESTS i' DETERMINED ii ENGINEER. i 21. ANY ITEMS IN THE PUBLIC RIGHT-OF-WAY L ARE DAMAGED L s,.. DO NOT MEET CURRENT M MAXIMUMREQUIRE REPAIRING AND/OR UPGRADING AS PER CITY ENGINEER. 22. SLOPE RATIO FROM THE BACK SIDEWALK FACE OF WALL OR STRUCTURE wr SHALL J EXCEPT r TWO FEET BEHIND THE SIDEWALK WHERE ► MAXIMUM SLOPE SHALL A BE ALTERNATIVELY, i ENGINEER , APPROVE i #. THE SIDEWALK ` OTHER PREVENT SIDEWALK. 23. RETAINING AND/OR BELOW GRADE WALLS SHOULD BE DRAINED WITH FREE DRAINING L 11FL,,, GRAVEL HAVE . L MINIMUM WIDTH OF 12 INCHES WIDE. 24. SOIL HEIGHT OVER TOE OF FOOTING TO BE FOR PASSIVE PRESSURE. r1 1111 .IL HEIGHT ',, AA•: SHALL IGNORED EXCEED OF RETAINING. 25. NO PUBLIC II►KS INSPECTIONS i THE i UNDEDICATEDK IN THE ROADWAYS PROPERTY !i w i L SUBDIVISION PERMIT s. BEEN OBTAINED. 2" PRECISION CAP - STREET SIDE #5 CONT. BOND BEAM (12" FROM THE TOP) n CHARGED OUT ON AN HOURLY BASIS. 7. BEARING SOIL SHALL BE COMPACTED TO 90% OF MAXIMUM DRY DENSITY AS DETERMINED BY A.S.T.M. D-1557 TO A DEPTH OF 12 INCHES BELOW BOTTOM OF FOOTING. 8. WATER PROOF SURFACE WITH 1/4 $9 THICK ASPHALTIC WATER PROOF COATING OR APPROVED EQUAL AS PER' CITY STD. NO.L-8 2" PRECISION CAP COAT ONLY THAT PORTION BELOW LOT PAD GRADE DOWN TO FOOTING. ALL OTHER SURFACES ABOVE THE FOOTING SHALL BE SEALED WITH 0' WALL FOOTING EASEMENT ---I A CLEAR WATER SEAL SUCH AS fY Yf • . OR APPROVED EQUAL. TO BE DEDICATED ON FINAL MAP 9. EXPANSION JOINTS SHALL BE CONSTRUCTED IN EACH PILASTER IN ALL WALLS, AND A MAXIMUM DISTANCE BETWEEN EXPANSION JOINTS OF Y IN WALLS WITHOUT PILASTERS. n !! •BLOCKS AND • GRADE, TRUE, PLUMB GROUT SOLID ALL CAVITIES - AND STRAIGHT CUR ES LL BE LAID OUT ON NO GREATER THAN 8 FOOT CHORDS. #5 CONT. BOND BEAM I HORIZONTAL MORTAR COURSES ON BLOCK SHALL BE 1 /2of ## . ALL REINFORCING STEEL SHALL BE TIED FIRMLY IN (AT MID HEIGH IN PLACE PRIOR TO PLACEMENT OF BLOCK. OPEN END BLOCK , 48" MAX. SPACING (TYP) WILL BE ALLOWED IN GROUTED CELLS ONLY. NO [BROKEN BLOCK WILL BE ALLOWED. ALL CONSTRUCTION OF NON -MODULAR PIECES STREET SIDE SHALL BE DONE WITH • n !! n CONCRETE BLOCK • BLOCKS SHALL BE UNIFORM IN TEXTURE AND COLOR. 8'-0" n • CONTRACTOR SHALL VERIFY LOCATION OF UTILITIES PRIOR TO #4 n BAR AT D.C. EXIST.COMMENCEMENT OF WORK AND NOTIFY ENGINEER IF CONFLICT (CENTERED IN WALL) WITH UTILITIES CONTRACTOR SHALL BE RESPONSIBLE FOR n FORCES, MIN. LAP SPLICE) REPAIRS TO DAMAGED UTILITIES CAUSED BY HIS BUT ! n ON NOT COSTS TO RELOCATE IN THE EVENT OF PROPER NOTIFICA- ♦ n •w s TION AHEAD OF THE CONSTRUCTION C. ALL PROPER SAFETY INCLUDING SHORING AND (CENTERED IN WALL) LANDSCAPE GRADE • PRECAUTIONS, BRACING OF (25" MIN. LAP SPLICE) WALL, SHALL BE PROVIDED BY THECONTRACTOR, ESPECIALLY IN THE EVENT THAT FULL HEIGHT GROUTING METHOD w i IS USED. *VARIES n ♦ PRIOR TO INSTALLATION OF ANY SIGNAGE, SUBDIVIDER SHALL SUBMIT!! !! COPY, CONCRETE BLOCK TWO COPIES OF SUBDIVISION IDENTIFICATION SIGN PLANS TO THE CHAIRS SHALL BE USED TO BUILDING DIRECTOR FOR REVIEW AND APPROVAL PURSUANT TO BMC PLACE FOOTING REBAR 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 DIMENSIONS, COLOR, MATERIALS, LIGHTING, ANCHORAGE AND LOCATION OF SIGN(S). APPROVAL OF THESE WALL PLANS BY THE PUBLIC WORKS DIRECTOR DOES NOT INCLUDE APPROVAL OF ANY SIGNAGE. 15. FOOTINGS SHALL NOT EXCEED THE WIDTH SHOWN ON THE PLANS BY V$ MORE THAN 2 w ANY FORMWORK NECESSARY TO MAINTAIN THIS FOOTING WIDTH SHALL EXTEND BELOW THE FINSIHED TOP OF GRADE AT LEAST 16" ! FOOTING, OR THE DEPTH OF THE WHICHEVER LESS.IS WALL SECTION 2 • #4 BAR R til VICIMTY MAP NO SCALE II PHASE 7 12 CITY 0 4"" KERN uOUNTY 2" PRECISION CAP 2.0' WALL F001ING EASEMENT TO BE DEDICATED ON FINAL MAP n n x16" CONCRETE BLOCK- I GROUT SOLID ALL CAVITIES--, #5 CONT. BOND BEAM 48- MAX. SPACING (TYP) STRET SIDE n n n CONCRETE BLOCK-,, "L" ! BAR AT n D.C. *VARIES(CENTERED IN WALL) (25" MIN. LAP SPLICE) LANDSCAPE GRADE 4. 3"X3"X3" CONCRETE BLOCK CHAIRSx BE USED TO - PLACE A FOOTING * A,,. ----NEATLY GROUT CAVITY FIRST COURSE TO CONSIST OF "',UNMORTARED HEAD JOINTS TO 1co ALLOW FOR DRAINAGE F■ O.C.' EVENLY SPACEI u r 1 WALL SECTION 3 NOTE: DEPTH * COVER WAH FOOTINGS SHALL A MINIMUM '" A MINIMUM 12"HORIZONTALFROM THE FACE OF THE STEM WALL OVER 12" BEYOND THE FACE OF THE STEM WALL, THE MINIMUM DEPTH T THE WALL F001ING SHALL BETHE FOOTING SHALL 7 1 OVER -POURED BEYOND DESIGN DIMENSIONS ON THE STREET BAKEIRSFIEL CALIFORN41 1A CONSTRUCTION VVIALL FOR ACT NMS"'' PHAS �I A STATEMENT: ORDINANCES,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 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 OFTHOSE ORDINANCES, STANDARDS AND DESIGN CRITERIA SHALL BE CORRECTED DURING CONSTRUCTION AND SUCH CORRECTIONS WILL BE REFLECTED ON RECORD PLANS SUBMITTED TO THE CITY ENGINEER. A 1 APPROVED Y.- R. STRAKALUSE, R.C.E. NO. 58663 PUBLIC WORKS DIRECTOR o^' - REVIEWED ■ DEPUTYY: STUART J. PATTESON, R.C.E. NO. 44898 DATE PUBLIC m REVIEWED RYAN Y # STARBUCK NO. 57651 DATE TRAFFIC ENGINEER NOTE: GOSFORD ROAD AND RIDGE FOREST DRIVE WALL SHALL Z E CONSTRUCTED WITH PHASE BERKSHIRE A AND KODIAK TRAIL WAY WALL SHALL BE CONSTRUCTED WITH PHASE *: TOP OF CONCRETE MONUMENT IN LAMPHOLE AT THE CIENTE111LINE Ii RELIANCE , DRIVE AND FIREBAUGH STREET. ELEVATION DATUM) , 11 !r TRACT k BEARINGNO. 5845 PHASES A -D, MON. ELEV. MAP THE OF N 88"5735" E SHOWN THE NORTH NORTHWEST QUARTER MAP BOOK s L N L ` BASIS O BEARINGS, OWNER & SUBDIVIDER: RGF LAND COMPANY k AVENUE,9100 MING w k L 93311 RICHARD a.. GENT PHONE: (661) 427-3084 LIST OF MATERIALS Rk lm'�,'LOCK WALL LF 239.,. SHEET TITLE 1. COVER SHEET 2. GOSFORD ROAD 3. BERKSHIRE ROAD ! below. Call before you dig. #5 CONT. BOND BEAM 1. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION (AT MID HEIGHT) THE CITY CONSTRUCTION INSPECTION DEPARTMENT AND 48" MAX. SPACING (7Fi'P.) THE PARKS DEPARTMENT SHALL BE GIVEN 24 HOURS n n CONCRETE BLOCKCITY CONST. INSPECTION DEPARTMENT 326-3049 PARKS DEPARTMENT 326-3117 GROUT SOLID ALL CAVITIES GENERAL NOTES # WALL FOOTING EASEMENTBLOCK TYPE: MORTARED CONCRETE BLOCK TO BE DEDICATED ONnNAL MAP COLOR: STANDARD GREY LANDSCAPE GRADE I PATTERN: RUNNING BOND *VARIES (6"MIN.) CAP• ## PRECISION CAPa 2. ALL STATIONING DATA WAS CALCULATED AT PROPERTY/ROW LINE. ## 3. HEIGHT OF WALL SHALL BE 6'-0" HIGHEST SIDE OF WALL. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR CLEARING & GRADING 3"X3*X3" CONCRETE BLOCK 11-0" i' -r THE AREA ALONG THE WALL LINE. CHAIRS SHALL BE USED TO_') PLACE F001ING REBAR 5. CONTRACTOR SHALL OBTAIN AND PROVIDE ALL PERMITS REQUIRED BY C.O.B. • ALL SURVEYING REQUIRED SHALL BE PROVIDED INITIALLY BY DEVELOPER, ON A ONE TIME ONLY BASIS. ALL OTHERS WILL BE WALL SECTION 1 CHARGED OUT ON AN HOURLY BASIS. 7. BEARING SOIL SHALL BE COMPACTED TO 90% OF MAXIMUM DRY DENSITY AS DETERMINED BY A.S.T.M. D-1557 TO A DEPTH OF 12 INCHES BELOW BOTTOM OF FOOTING. 8. WATER PROOF SURFACE WITH 1/4 $9 THICK ASPHALTIC WATER PROOF COATING OR APPROVED EQUAL AS PER' CITY STD. NO.L-8 2" PRECISION CAP COAT ONLY THAT PORTION BELOW LOT PAD GRADE DOWN TO FOOTING. ALL OTHER SURFACES ABOVE THE FOOTING SHALL BE SEALED WITH 0' WALL FOOTING EASEMENT ---I A CLEAR WATER SEAL SUCH AS fY Yf • . OR APPROVED EQUAL. TO BE DEDICATED ON FINAL MAP 9. EXPANSION JOINTS SHALL BE CONSTRUCTED IN EACH PILASTER IN ALL WALLS, AND A MAXIMUM DISTANCE BETWEEN EXPANSION JOINTS OF Y IN WALLS WITHOUT PILASTERS. n !! •BLOCKS AND • GRADE, TRUE, PLUMB GROUT SOLID ALL CAVITIES - AND STRAIGHT CUR ES LL BE LAID OUT ON NO GREATER THAN 8 FOOT CHORDS. #5 CONT. BOND BEAM I HORIZONTAL MORTAR COURSES ON BLOCK SHALL BE 1 /2of ## . ALL REINFORCING STEEL SHALL BE TIED FIRMLY IN (AT MID HEIGH IN PLACE PRIOR TO PLACEMENT OF BLOCK. OPEN END BLOCK , 48" MAX. SPACING (TYP) WILL BE ALLOWED IN GROUTED CELLS ONLY. NO [BROKEN BLOCK WILL BE ALLOWED. ALL CONSTRUCTION OF NON -MODULAR PIECES STREET SIDE SHALL BE DONE WITH • n !! n CONCRETE BLOCK • BLOCKS SHALL BE UNIFORM IN TEXTURE AND COLOR. 8'-0" n • CONTRACTOR SHALL VERIFY LOCATION OF UTILITIES PRIOR TO #4 n BAR AT D.C. EXIST.COMMENCEMENT OF WORK AND NOTIFY ENGINEER IF CONFLICT (CENTERED IN WALL) WITH UTILITIES CONTRACTOR SHALL BE RESPONSIBLE FOR n FORCES, MIN. LAP SPLICE) REPAIRS TO DAMAGED UTILITIES CAUSED BY HIS BUT ! n ON NOT COSTS TO RELOCATE IN THE EVENT OF PROPER NOTIFICA- ♦ n •w s TION AHEAD OF THE CONSTRUCTION C. ALL PROPER SAFETY INCLUDING SHORING AND (CENTERED IN WALL) LANDSCAPE GRADE • PRECAUTIONS, BRACING OF (25" MIN. LAP SPLICE) WALL, SHALL BE PROVIDED BY THECONTRACTOR, ESPECIALLY IN THE EVENT THAT FULL HEIGHT GROUTING METHOD w i IS USED. *VARIES n ♦ PRIOR TO INSTALLATION OF ANY SIGNAGE, SUBDIVIDER SHALL SUBMIT!! !! COPY, CONCRETE BLOCK TWO COPIES OF SUBDIVISION IDENTIFICATION SIGN PLANS TO THE CHAIRS SHALL BE USED TO BUILDING DIRECTOR FOR REVIEW AND APPROVAL PURSUANT TO BMC PLACE FOOTING REBAR 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 DIMENSIONS, COLOR, MATERIALS, LIGHTING, ANCHORAGE AND LOCATION OF SIGN(S). APPROVAL OF THESE WALL PLANS BY THE PUBLIC WORKS DIRECTOR DOES NOT INCLUDE APPROVAL OF ANY SIGNAGE. 15. FOOTINGS SHALL NOT EXCEED THE WIDTH SHOWN ON THE PLANS BY V$ MORE THAN 2 w ANY FORMWORK NECESSARY TO MAINTAIN THIS FOOTING WIDTH SHALL EXTEND BELOW THE FINSIHED TOP OF GRADE AT LEAST 16" ! FOOTING, OR THE DEPTH OF THE WHICHEVER LESS.IS WALL SECTION 2 • #4 BAR R til VICIMTY MAP NO SCALE II PHASE 7 12 CITY 0 4"" KERN uOUNTY 2" PRECISION CAP 2.0' WALL F001ING EASEMENT TO BE DEDICATED ON FINAL MAP n n x16" CONCRETE BLOCK- I GROUT SOLID ALL CAVITIES--, #5 CONT. BOND BEAM 48- MAX. SPACING (TYP) STRET SIDE n n n CONCRETE BLOCK-,, "L" ! BAR AT n D.C. *VARIES(CENTERED IN WALL) (25" MIN. LAP SPLICE) LANDSCAPE GRADE 4. 3"X3"X3" CONCRETE BLOCK CHAIRSx BE USED TO - PLACE A FOOTING * A,,. ----NEATLY GROUT CAVITY FIRST COURSE TO CONSIST OF "',UNMORTARED HEAD JOINTS TO 1co ALLOW FOR DRAINAGE F■ O.C.' EVENLY SPACEI u r 1 WALL SECTION 3 NOTE: DEPTH * COVER WAH FOOTINGS SHALL A MINIMUM '" A MINIMUM 12"HORIZONTALFROM THE FACE OF THE STEM WALL OVER 12" BEYOND THE FACE OF THE STEM WALL, THE MINIMUM DEPTH T THE WALL F001ING SHALL BETHE FOOTING SHALL 7 1 OVER -POURED BEYOND DESIGN DIMENSIONS ON THE STREET BAKEIRSFIEL CALIFORN41 1A CONSTRUCTION VVIALL FOR ACT NMS"'' PHAS �I A STATEMENT: ORDINANCES,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 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 OFTHOSE ORDINANCES, STANDARDS AND DESIGN CRITERIA SHALL BE CORRECTED DURING CONSTRUCTION AND SUCH CORRECTIONS WILL BE REFLECTED ON RECORD PLANS SUBMITTED TO THE CITY ENGINEER. A 1 APPROVED Y.- R. STRAKALUSE, R.C.E. NO. 58663 PUBLIC WORKS DIRECTOR o^' - REVIEWED ■ DEPUTYY: STUART J. PATTESON, R.C.E. NO. 44898 DATE PUBLIC m REVIEWED RYAN Y # STARBUCK NO. 57651 DATE TRAFFIC ENGINEER NOTE: GOSFORD ROAD AND RIDGE FOREST DRIVE WALL SHALL Z E CONSTRUCTED WITH PHASE BERKSHIRE A AND KODIAK TRAIL WAY WALL SHALL BE CONSTRUCTED WITH PHASE *: TOP OF CONCRETE MONUMENT IN LAMPHOLE AT THE CIENTE111LINE Ii RELIANCE , DRIVE AND FIREBAUGH STREET. ELEVATION DATUM) , 11 !r TRACT k BEARINGNO. 5845 PHASES A -D, MON. ELEV. MAP THE OF N 88"5735" E SHOWN THE NORTH NORTHWEST QUARTER MAP BOOK s L N L ` BASIS O BEARINGS, OWNER & SUBDIVIDER: RGF LAND COMPANY k AVENUE,9100 MING w k L 93311 RICHARD a.. GENT PHONE: (661) 427-3084 LIST OF MATERIALS Rk lm'�,'LOCK WALL LF 239.,. SHEET TITLE 1. COVER SHEET 2. GOSFORD ROAD 3. BERKSHIRE ROAD ! below. Call before you dig. INTERSECTION STA. 10+00.00 C.L. GOSFORD ROAD STA. 10+00-00 C.L. BERKSHIRE ROAD ii it EX. E.P. I 16"W c:)PHASE 5 CD + PHASE 7 50 61' 00 CD C) + + C-4 BERKSHIRE ROAD SEE SHEET 3 �k INTERSECTION PHASE BOUNDARY 'ZTA 1 7-Lsz&z n,)C.L. GOSFORD FUTURE MEDIAN EX. E.P.v U RVAU = 51A. 20+71.03C.L. STA. 10+00.00 C.L. RIDGE FOREST DRIVE EX. E.P. fl,+00 12+00 18+00 14+00 15 00 + 1�0 ...... 'NOO*,3557"E 760.98 N00*35"57"E 19+(y6 305.01' 20+00 4ww I r- r E.P. U-) C.0 00 LO ;6 1- LO siGHT=656 • co cq FUTURE MEDIAN m LINE✓OF U) V) (n r FL LINE OF SIGH T=650' _j < co N G2 4 FL _j _m _c 0 rn co C.032 W ;0 Lo Q0 W 16"W _46 5--- Ic ic Ic --- it ......... N UU_1)0 0 E .85' N W3Z'5?_E2r5 L4 N 00*26' W R0 06 38 01 3% 4 , I R 75.9 0 E _j .ti 5� /W 88. W j 9- 3% N.. 11 % s AAPA -< �: - EA. VV/-XLL koh.. -TN C) I PA ut"� 21- Of + C) 131 L -j 2 C) LLJ M C) :m C) Ld 41 Uj V) U:) C1 0:: C) < (1) 0 1.-: FP 35&6 Fp &W to < FP 354,211P 00 C5 Uj < . W LO to co to Uj C> Uj a \% C) _j of _j CN A.P. c� 13 2 _j < to 9 C3 o c STA. 15+53.87 C.L. 78.02 RT. I C-3 000 c� 0 __j 00 0:: _j C31 33 1 32 j 12 m c_)"_:i:: W FP 35&6 M _3 co W 0-10- _j STA. 15+54.39 WALL (0 < 0 LO F:P &W -j F:P =8 LO U3, _j j U:) LO 5 Ld (3 3:: 353ZI t I FP M6 In W P_ r- < _�o 4- 20' Uj 44 U) < U-1 _j n r-- 3:: to V) c1q X00_j 0 3:: CD 04CO ++01)0) cr) ++x 0, 30' 1 1-4-F, 0000 ow� + + Lo'q- Ui (6 C) C> 31 + + C) I, K) 04 C%J c� in /4.:/ Ns 0) 00 11� + + r1r) V_ + + a C) co U-) co x P- P'-- a -14t< < .4p cl: < + 0- - LLJ C-4 04 + + V) V) 20tc Q:g_ 'q- ,k UJ 0 C> in EX. SUMP < (n U) < 0 14 a: Ar --m AV-,% Alra-m-I'm WW& ISM& oaf& FP =4 cn V) IF 11 ME= U U V) cn F ri A a cn RIDGE FOREST DRIVE Iiiiiiiii, .................... SEE RIGHT r" LINE TABLE LINE mv DISTANCE L1 N4411'49"W d 9 L2 N45*22'08"E 29.33 L3 N4411'49"W �R L4 Q: Uj 45.96 L5 N88*59'36"W 53.05 En W 64.24! FINISH GROUND c_ym STATION ca POINT OF INTERSECTION LF e:)j TC TOP OF CURB BC BEGIN CURVE TP TOP OF PAVEMENT C4 END CURVE FC FINISH CONCRETE zo PROPERTY LINE R/W RIGHT-OF-WAY E.P. EDGE OF PAVEMENT A.P. ANGLE POINT /-PIPE SIZE SIDEWALK V) 8"5 -UTILITY: 10+94.70 00 C.L) GOSFORD ROAD ?5 S -SEWER C.L. TO 17+14.51" G -GAS D -DRAIN 17+95.42 C.L. TO 20+24.41 00 0c C44 c1q GOSFORD ROAD SCALE.• N. T.S. m Uj i 11 �k INTERSECTION PHASE BOUNDARY 'ZTA 1 7-Lsz&z n,)C.L. GOSFORD FUTURE MEDIAN EX. E.P.v U RVAU = 51A. 20+71.03C.L. STA. 10+00.00 C.L. RIDGE FOREST DRIVE EX. E.P. fl,+00 12+00 18+00 14+00 15 00 + 1�0 ...... 'NOO*,3557"E 760.98 N00*35"57"E 19+(y6 305.01' 20+00 4ww I r- r E.P. U-) C.0 00 LO ;6 1- LO siGHT=656 • co cq FUTURE MEDIAN m LINE✓OF U) V) (n r FL LINE OF SIGH T=650' _j < co N G2 4 FL _j _m _c 0 rn co C.032 W ;0 Lo Q0 W 16"W _46 5--- Ic ic Ic --- it ......... N UU_1)0 0 E .85' N W3Z'5?_E2r5 L4 N 00*26' W R0 06 38 01 3% 4 , I R 75.9 0 E _j .ti 5� /W 88. W j 9- 3% N.. 11 % s AAPA -< �: - EA. VV/-XLL koh.. -TN C) I PA ut"� 21- Of + C) 131 L -j 2 C) LLJ M C) :m C) Ld 41 Uj V) U:) C1 0:: C) < (1) 0 1.-: FP 35&6 Fp &W to < FP 354,211P 00 C5 Uj < . W LO to co to Uj C> Uj a \% C) _j of _j CN A.P. c� 13 2 _j < to 9 C3 o c STA. 15+53.87 C.L. 78.02 RT. I C-3 000 c� 0 __j 00 0:: _j C31 33 1 32 j 12 m c_)"_:i:: W FP 35&6 M _3 co W 0-10- _j STA. 15+54.39 WALL (0 < 0 LO F:P &W -j F:P =8 LO U3, _j j U:) LO 5 Ld (3 3:: 353ZI t I FP M6 In W P_ r- < _�o 4- 20' Uj 44 U) < U-1 _j n r-- 3:: to V) c1q X00_j 0 3:: CD 04CO ++01)0) cr) ++x 0, 30' 1 1-4-F, 0000 ow� + + Lo'q- Ui (6 C) C> 31 + + C) I, K) 04 C%J c� in /4.:/ Ns 0) 00 11� + + r1r) V_ + + a C) co U-) co x P- P'-- a -14t< < .4p cl: < + 0- - LLJ C-4 04 + + V) V) 20tc Q:g_ 'q- ,k UJ 0 C> in EX. SUMP < (n U) < 0 14 a: Ar --m AV-,% Alra-m-I'm WW& ISM& oaf& FP =4 cn V) IF 11 ME= U U V) cn F ri A a cn RIDGE FOREST DRIVE Iiiiiiiii, .................... SEE RIGHT r" LINE TABLE LINE BEARING DISTANCE L1 N4411'49"W 44.27' L2 N45*22'08"E 29.33 L3 N4411'49"W 29.80 L4 N07"34'03"E 45.96 L5 N88*59'36"W 53.05 L6 N88 -59'36"W 64.24! (SIA. 10+00-00 10 20+70-06 C.L.) 11' sp - 0* SCALE: 1" 50' HORIZONTAL SCALE: 1 - 5 SCALE: 1" = 5' VERTICAL 50' 25' of 50' 100' 11+00 12+00 i3+00 14+00 C4 VATH FINAL MAP PA I 15.33 ABBREVIATIONS PROPOSED C4 FLOWLINE 00 V_ 00 CENTERLINE GB GRADE BREAK ELEV. oo FG FINISH GROUND STA. STATION PI POINT OF INTERSECTION LF LINEAR FEET TC TOP OF CURB BC BEGIN CURVE TP TOP OF PAVEMENT C4 END CURVE FC FINISH CONCRETE P/L PROPERTY LINE R/W RIGHT-OF-WAY E.P. EDGE OF PAVEMENT A.P. ANGLE POINT /-PIPE SIZE SIDEWALK V) 8"5 -UTILITY: 10+94.70 00 C.L) GOSFORD ROAD W -WATER S -SEWER C.L. TO 17+14.51" G -GAS D -DRAIN 17+95.42 C.L. TO 20+24.41 00 0c C44 c1q GOSFORD ROAD SCALE.• N. T.S. Uj Uj L q- W ui _j j W >; LLi CC >: _j Uj Gj" _j W J!tI 0) 00 >: W. A >: :> Al C1 a + Q: c1c m + Ir az + CL to 11. ;4 cj .0 W 4 m _j LLJtsi 8 r�_ Of a? LLJ Uj tos, 0) W L6. co ce 06 twx _j U. + a V) ch cq ch foR A f2 es A !A; 04 t� + 5R cr fro + cn ch + < ar-'- 25 + 15 EL 4f < EL 9 - ------- [_ cz), VI--) * 14 0- + Ao N% R 5+ V) U') + Uj V_ + (ice 0 < .4 C75 O. C14 C14 z V) e4j c 1) *0 4 0 V) V) V3 4 V) < 0-, 9- t-.411 oqc/ 5 cn cn 0. I 6F J' CL 01 V) C -)i in FINISHED EX. TOP PAD 31DE co 1 OF WALL LANDSCAPE 16 FINISH ED T -LANDSCAPE 00 �LAMSCAPE' GRA)E 00 GRADE) FINIS (01 11 (PAD SIDE GRADE11 I r I 1 71 L r --- 1-- - - . , _U F ....... ............... .... t .......... ... ........... ............... Zd- 00 ........ ................... .00. - 11 tc) .......... . ... ...... ...... LFLOIVIJNE tn 00 I t zo co LO 10 z FLOWNE -------- 0 >; -,1*- - IL FLOWLJNE z 0 C4 30 C4 n Ln to " * n z L4 9 r -) TOP OF >: CD FOO NG >:6, U z >; 0 R �_- U_ 0 r -z W R W z 9 z P W 0 Ict a). 0 e; 6 --C,-% M 04, 12 0. 1 in �k r- I I + LO ci to L+0 2. 0- + .1 IIJ 6 0-1i W W - LA_ U_ 0 f, 1. C3 0- + &A. . 0 L r2. r, - C) 0 1W 04 + c� < E) + cn cn cn 'Ciz + c 00 c <- cn W B. CL 0- W V_ a v- r I! a;j < v) cn 4 V) (In z (A) I (/)I cn cn cn < V) Q) V) c� . . cn I V) cn o --i �<; F<; 146. LF 149.§0 LF 36.00 LF 00 LF 13,59 LF 254 DO LF ALL ALL TION 2 1 L_1 DO LF WALL CIlvm i 11.61 11+00 12+00 i3+00 14+00 15+00 16+00 L_EGEND (CON T. 6' BLOCK WALL PER SEPERATE PLANS CONSTRUCT 6' BLOCK WALL TRACT BOUNDARY CENTERLINE RIGHT OF WAY D PROPOSED STORM DRAIN LINE PER CITY STD. W PROPOSED WATER LINE PER CITY STD. W EXISTING WATER LINE SURVEY MONUMENT @ EXISTING SURVEY MONUMENT SECTION DESIGNATION: SECTION LETTER 2 SHEET WHERE SECTION IS SHOWN 2' FOOTING EASEMENT WALL SECTION 2 17+00 (SEE SHEET 1) 18+00 (SEE SHEET 1) TO BE DEDICATED R/W WITH FINAL MAP PA 15,33' TO 17' 6* PROPOSED ; I BLOCKWAL 2* 8± 29 FINISHED GRADE I LS co LOT SID 2% M.U. E W, 11 295 MIN. IT MAX. 6.0' WADE PROPOSED CURB COMBINATION & GUTTER SIDEWALK (STA. 14+74.84 C.L. TO 15+64.84 C.L) GOSFORD ROAD (STA. 20+95.42 C.L TO 20+70.03 C.L) GOSFORD ROAD GOSFORD ROAD SCALE' N. T S. 370 368 366 364 362 360 358 356 354 352 350 348 346 3AA r -r 7Af) I 1 1) wALL SECTION i 19+00 20+00 (SEE SHEET' 1) 21+00 21+50 2' FOOTING EASEMENT TO BE DEDICATED LEGEND: VATH FINAL MAP PA I 15.33 ABBREVIATIONS PROPOSED FL FLOWLINE FS LANDSCAPING ELEV. CENTERLINE GB GRADE BREAK ELEV. ELEVATION FG FINISH GROUND STA. STATION PI POINT OF INTERSECTION LF LINEAR FEET TC TOP OF CURB BC BEGIN CURVE TP TOP OF PAVEMENT EC END CURVE FC FINISH CONCRETE P/L PROPERTY LINE R/W RIGHT-OF-WAY E.P. EDGE OF PAVEMENT A.P. ANGLE POINT /-PIPE SIZE SIDEWALK 8"5 -UTILITY: 10+94.70 C.L. TO 14+74.84 C.L) GOSFORD ROAD W -WATER S -SEWER C.L. TO 17+14.51" G -GAS D -DRAIN 17+95.42 15+00 16+00 L_EGEND (CON T. 6' BLOCK WALL PER SEPERATE PLANS CONSTRUCT 6' BLOCK WALL TRACT BOUNDARY CENTERLINE RIGHT OF WAY D PROPOSED STORM DRAIN LINE PER CITY STD. W PROPOSED WATER LINE PER CITY STD. W EXISTING WATER LINE SURVEY MONUMENT @ EXISTING SURVEY MONUMENT SECTION DESIGNATION: SECTION LETTER 2 SHEET WHERE SECTION IS SHOWN 2' FOOTING EASEMENT WALL SECTION 2 17+00 (SEE SHEET 1) 18+00 (SEE SHEET 1) TO BE DEDICATED R/W WITH FINAL MAP PA 15,33' TO 17' 6* PROPOSED ; I BLOCKWAL 2* 8± 29 FINISHED GRADE I LS co LOT SID 2% M.U. E W, 11 295 MIN. IT MAX. 6.0' WADE PROPOSED CURB COMBINATION & GUTTER SIDEWALK (STA. 14+74.84 C.L. TO 15+64.84 C.L) GOSFORD ROAD (STA. 20+95.42 C.L TO 20+70.03 C.L) GOSFORD ROAD GOSFORD ROAD SCALE' N. T S. 370 368 366 364 362 360 358 356 354 352 350 348 346 3AA r -r 7Af) I 1 1) wALL SECTION i 19+00 20+00 (SEE SHEET' 1) 21+00 21+50 2' FOOTING EASEMENT TO BE DEDICATED R/W VATH FINAL MAP PA I 15.33 PROPOSED 1 6s I BLOCKWALL I 21 0 -1 7.3,V 2* FINISHED GRADE I• LOT SIDE F -2% MAX. i1 E --� � 2X MIN. � I. � 4:1 MAX 6.0' WIDE PROPOSED CURB & GUTTER COMBINATION SIDEWALK (STA. 10+94.70 C.L. TO 14+74.84 C.L) GOSFORD ROAD (STA. 15+64.84 C.L. TO 17+14.51" C.L) GOSFORD ROAD (STA. 17+95.42 C.L. TO 20+24.41 C.L.) GOSFORD ROAD GOSFORD ROAD SCALE.• N. T.S. f FOOTING EASEMENT To 01M TBIA ENDAI LC AMTAE PD R/W PROPOSED_' BLOCKWALi ) 1 2' FINISHED GRADE LOT SIDE G( ov LAJ LL_ LLJ (n 0 0 z Q 0 moo© co C) Uj co C1 w1+`o z C ­94u) (n )SFORD ROAD SEE LEFT tD 4- + < L01 LO M 11 C) C1 U_ U 35386 fL C) t C) oo i a �*N&8*59'360 I I Ji T U) 3: U) a : r C> z: t GOSFORD ROAD SEE LEFT RN IV C6 6 2X MAX. 2X MIN. 14:: MAX. 4.5" WDE COMBINATION SIDEWALK 99 cn cn WINDCAVE WAY 6�1 Em mild am -mm C) CD V_ CD z )/W > ,,-351.10 fL w < o«...:..o 0 1W LL) C) �W z W CC C14 C) C) ZUU 0 C> p + C114 C-) C) 0; LLJ 00 .-- V) + + cr- C-4 cq W - - z: cn WIND CAVE WAY -- RIDGE FOREST DRIVE (STA. 10+00.00 C.L. TO 12+19.53 C.L.) SCALE: 1" = 50' HORIZONTAL SCALE: 1" 5' VERTICAL -a 71) C4 In 366 tj W 366 0 W i Uj W 0; 364 364 W oo c; + 0 + 362 362 W > t;c W cwn 0- 360 c -An cn 360 k /030d 358 358 PAD SIDE 356 356 O 354 00 354 ............. 352 352 FL UWLINt LO 350 350 >: z C P >: LA NDSCAP L4 U 0 = - Wr, 0 GRADE 1 348 0m) 348 4 U_ 1� 00 + + 346 V_ 346 CL (n z 344 344 0 64.!24 5; "o -WALL SEI U -i 1�._ - cr_ 342 katt amm 1 11 342 10+50 11 +00 12+00 NORTH OF RIDGE FOREST DRIVE 368 368 _j C> _j �g 366 W 366 W 0 P; 00 Qr "T 364 112-r- C> 364 . . . . . . . . . . 1. Ito m I 0i 0- cn 8 a 362 362 360 36-00 W > 358 358 LU Z - I.. < *am J 356 356 CL c) Go I'M LL 00 00 ANI ED Z I& Z 354 Now 0 W -Z ft 352 352 0 r. U. 00 ............ FLOWN • C -i 00 -to Go z tn � - ": LAN )SCAPE 350 T^ I't -: � 350 W Lq >: - Z W > p 00 348 W ®® WW 348 0 z m 0) . U_ 0 L6 Go 00 LL. 0) 0�1+ 0 346 %.p 346 v- + + + 0- P CL z j 344 344 cn cn t; c vo 0 53.00 LF a 342 WALL MOON 2: 1 342 U. " 10+50 11+&E SHEET 1) 12+00 co I%* ul a Lilip'l- PROPOSED CURB & GUTTER RIDGE FOREST DRIVE �SCALE.- N. TS 2 Know whafs below. Call before you dig. GOSFORD ROAD SEE SHEET 2 IIS I If II Li N 46*00'24" E 54' L2 60 38.18' L3 IN 88"59'36" W 60.50 xx FOOTING EASEMENT rnt C> cnW 0 :bc LO LO i i 00 z00 ONOc0c)a LO LID F-_ OO 0 C) C) ULJ cn 0) C) + + BLOCK WALL ctrl z: cq FINISHED PAD 7� 77,: g7i 777 1 cn cn FINISHED PAD it INTERSEGTIt 0 BLOCK WALL 0 12 4 SEE SHEET 2 J i I i I _j JUS 6 0 9 8 7 FP 3M4 IN I I 25 25 FP 3WO LO LO I FP 350 Fp W" PP 354,3 + + V_ %_ FP &us LLJ + + rr) re) Jclol� LU Q. F-- 1 < M V) V)/ irG < <t cin UJI 04 LLJ FG • oil- fG N00 09'36"W 214.47' fG 11,487*17'46 W IWA f Ic Ic 540.24 0.20Y. cz)` QV 13j Ln 6h, Q0 I IF L_ I v %_101 L_ 5 4 PP m &W PA I FG 0 to KODAK TRAIL WAY i c6 FF7P 11-` JCD 0 c� 20' 20'1 00 LO 00 28 c> _j t < 0 r- 14 - FP WU _j of UU: _j _j 30" 30 _j _j< 1 < C15 R* =7 m me (N L0 W(j9 W d 3.0- C3 gi LO <-J c� c_j W I 144- .44- V) to co CID 00 co z (:3,-: 04 mt 1 C-4 CO C) (01 29 C.4 cq + + = I * 1 0 m: " C� cli ++ L6 L6 0) C) moo (.0 W to LID co 00 + CN III LO I Fp 35M c; d %_ + + + + 0000 cn cn 0 C> 0 a 0 + + C4 NCN<¢N� C-41 R/W a: * * a: * * (:D I o- z: W, V) (n C14 f <5 ;5;5 LLJ p 0- < < 9 fo �- ;� PA < C/) V) C/) kv tft.t < N88*59$36"W V) 01 9— 6 z 0 v) v cvn) <3 3536 t=G RAW R1 f1i LINE OF1-JI V IRI HT .: 550-00" RIT �F -2-G 05 2 R N.: 11+00 N88*5936"W 12+00 999.26' 13+00 14+00 15+00 16+00 17+00 1F4nn STA. 10+00-00 C.L. BERKSHIRE .ROAD STA. 10+00.00 C.L. GOSFORD ROAD 370 368 366 364 362 360 358 356 354 352 350 348 346 344 342 340 LINE TABLE LINE BEARING DISTANCE Li N 46*00'24" E 38.18 L2 N 43*59'36" W 38.18' L3 IN 88"59'36" W 60.50 I" BERKSHIRE (STA. 10+00.00 C.L. TO 23+21.28 C.L.) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 5' VERTICAL I BLOCK WALL— toI*' p0) - 00 Ul 00P-: m 00 N, I z !D1 C, C) r& C) 19+00 - :5 11- 34 C) C11 N88*59'36"W 21+00 322.02 22+00 23+00' 1 47 9 C) _j TRACT BOUNDARY c) I Fp 3m6 d 3:: T. INTERSECTION STA. 23+21.28 C.L. +1 00 STA. 19+99-26 C.L. BERKSHIRE ROAD co 0 to -U:) CN a 5 LO to L6 Ili __j pe) re) STA. 10+00-00 C.L. KODIAK TRAIL WAY BLOCK WALL rl_ rl�- + + SEE + + %_ I% - LL SHEET 2 CD Cs V_ V_ 29 0 I- Wim - W U) + 0U AMR& KO"LUAIN TR�AIL WAY SEE LEFT 364 W UJ IJ j PAD LIMITS C:) C> O < t 0 +l O _j m m R v-- 1.._Z'lt GRADE BREAK W 12� 0:: W 45' FOOTING EASEMENT xx FOOTING EASEMENT rnt C> cnW 0 :bc LO LO i i 00 z00 ONOc0c)a Z 81— F-_ OO 0 0id ULJ cn 0) C) + + BLOCK WALL ctrl z: cq FINISHED PAD 7� 77,: g7i 777 1 cn cn toI*' p0) - 00 Ul 00P-: m 00 N, I z !D1 C, C) r& C) 19+00 - :5 11- 34 C) C11 N88*59'36"W 21+00 322.02 22+00 23+00' 1 47 9 C) _j TRACT BOUNDARY c) I Fp 3m6 d 3:: T. INTERSECTION STA. 23+21.28 C.L. +1 00 STA. 19+99-26 C.L. BERKSHIRE ROAD co 0 to -U:) CN a 5 LO to L6 Ili __j pe) re) STA. 10+00-00 C.L. KODIAK TRAIL WAY BLOCK WALL rl_ rl�- + + SEE + + %_ I% - LL SHEET 2 CD Cs V_ V_ 29 0 I- Wim - W U) + 0U AMR& KO"LUAIN TR�AIL WAY CV 364 W UJ IJ j PAD LIMITS U) C> O 39 O < GRADE BREAK 'bo FOOTING EASEMENT 0 CIL FOOTING EASEMENT STA. C> 001 LO LO Y 0:: iui 0 i Z00 BC PROPOSED TP PO � BLOCK WALL ctrl toI*' p0) - 00 Ul 00P-: m 00 N, I z !D1 C, C) r& C) 19+00 - :5 11- 34 C) C11 N88*59'36"W 21+00 322.02 22+00 23+00' 1 47 9 C) _j TRACT BOUNDARY c) I Fp 3m6 d 3:: T. INTERSECTION STA. 23+21.28 C.L. +1 00 STA. 19+99-26 C.L. BERKSHIRE ROAD co 0 to -U:) CN a 5 LO to L6 Ili __j pe) re) STA. 10+00-00 C.L. KODIAK TRAIL WAY BLOCK WALL rl_ rl�- + + SEE + + %_ I% - LL SHEET 2 CD Cs V_ V_ 29 0 I- Wim - W U) + 0U AMR& KO"LUAIN TR�AIL WAY 10+50 11+00 LEGEND: 12+00 13+00 1112121A I b+UU ilm CV 364 py m PAD LIMITS FS PAD LIMITS 39 M 81 GRADE BREAK 'bo FOOTING EASEMENT FG FOOTING EASEMENT STA. TO BE DEDICATED PI TO BE DEDICATED LF WITH THE FINAL MAP i WITH THE FINAL MAP BC PROPOSED TP PROPOSED EC BLOCK WALL C6 BLOCK WALL cq FINISHED PAD 7� 77,: g7i 777 1 0 FINISHED PAD it - 2% MAX ILI F" 27* M PIPE SIZE 2% MIN. q- M z 2% MIN. 8"S — U TI LI TY: :1 MAX. PROPOSED CURB c. io Uj cn 4:1 MAX. PROPOSED CURB W --WATER & GUTTER & GUTTER 6.0' WIDE COMBINATION 6.0' WIDE COMBINATION SIDEWALK ............... SIDEWALK BERKSHIRE ROAD WALL SECTION C BERKSHIRE ROAD WALL SECTION D SCALE: 1"=10HORIZONTAL 3 SCALE: 1"=10' HORIZONTAL 3 0 >: --z E U_9 2 0 U_ 0 U_ . 8 a-1 c; .0 In ........... R2 + 0 o++ 0-a_110 0 . .. ... .... ....... INLNEf ;;,Co (n >: -1 cn (n cn w cn LANDS1 -36.50 zi �g �g GRADE 24.00 LF ALL SECT ON 13 >: ui UR wLj_ _j aui ;9 a_ c; r% C; co ;9M + d: ct + 00 . 0 1 j -7 LU cn to 36.50 1 F 24.001 LIF ALL SEC ON 3 -4 W >: LJ + + M " 6 %-! + r- C3 14 P.:t- cri W LU is W ca to 0_ f v rn L 12-5 r% 0-; lo - COL. < Z f,_ a: I �4 < <* 0- cn cn (n + + b to + Ix oc re. cn + 00 T + Ix j �_ cc W + I cn + U) 1 cn _1 GO LA. (n C-1 cn GO C4 < Li J1r cn n C -Y ca" U) (A 0. ck: 0-0 A (401 V) C-008 fm z C-30 wr f) CLY < I cn c --v 155 rn Cw ('A M 11-200 I II II II II II II II II II II II II II II II II I _A 1100 II FINISHED a-fF I-INISHEEII If lbo 100 AD SID 00 If if 1 100 3: 00-r- If U NDSC 11 if 1 0I 0If GF ADE I _j II Q: F_ I .................. .......... ..... ........... ............... ...... �!Jc ................ ............... . . ........... ......... . .............................. ............................................................... it 01 ............................................................................... ............................... ............................... ............................... .. ...... ........ ......... ...... 000 .................... -LANDSCAPE >: 11�: i4 — FLOW JNE z GRADE UO LJL_ LJ J UN FJ LU Lq FLOWJNE--" C4 c_j a. + CL U_ Gj- LU %-, 0 �z E! wj Aj . Cc> co to + + C1 C)I Iq Iq to) " -Ce% m 7 115 0600 L -14V V.- C4 In + + - + + (T m 0 CL C'i 0 I 0000 CN + < cn cn c* .0 0) 8 80) C) 8 13-1 W z V) Uj z a .4 W 6 a. cn cn in cn cn ca v v) 16 (n U) cn cn 578. 3 LF 263.13 LF -WALL .36 LF 292-69 WALL CTION 2 ALL SEC RON 1 SEC110N WKL SECTON I I _TSEE SHEET 1) ME WET 1) qwrrT 11 10+50 11+00 LEGEND: 12+00 13+00 1112121A I b+UU ilm ABBREVIATIONS P* m 364 py m PAD LIMITS FS PAD LIMITS 39 CENTERLINE 81 GRADE BREAK 8" FOOTING EASEMENT FG FOOTING EASEMENT STA. TO BE DEDICATED PI TO BE DEDICATED LF WITH THE FINAL MAP i WITH THE FINAL MAP BC PROPOSED TP PROPOSED EC BLOCK WALL C6 BLOCK WALL cq FINISHED PAD 7� 77,: g7i 777 1 0 FINISHED PAD it - 2% MAX ILI F" 27* M PIPE SIZE 2% MIN. q- M z 2% MIN. 8"S — U TI LI TY: :1 MAX. PROPOSED CURB c. io Uj cn 4:1 MAX. PROPOSED CURB W --WATER & GUTTER & GUTTER 6.0' WIDE COMBINATION 6.0' WIDE COMBINATION SIDEWALK ............... SIDEWALK BERKSHIRE ROAD WALL SECTION C BERKSHIRE ROAD WALL SECTION D SCALE: 1"=10HORIZONTAL 3 SCALE: 1"=10' HORIZONTAL 3 ABBREVIATIONS 0 (CONT.). 364 FL FLOWLINE FS LANDSCAPING ELEV. TRACT BOUNDARY CENTERLINE GB GRADE BREAK ELEV. ELEVATION FG FINISH GROUND STA. STATION PI POINT OF INTERSECTION LF LINEAR FEET TC TOP OF CURB BC BEGIN CURVE TP TOP OF PAVEMENT EC END CURVE FC FINISH CONCRETE P/L PROPERTY LINE R/W RIGHT-OF-WAY E.P. EDGE OF PAVEMENT A.P. ANGLE POINT PIPE SIZE q- M z 8"S — U TI LI TY: t -Y cn 0 c. io Uj cn NISHE W --WATER S --SEWER G --GAS D --DRAIN LEGEND 0 (CONT.). 364 6' BLOCK WALL PER SEPERATE PLANS 362 CONSTRUCT 6' BLOCK WALL ..... TRACT BOUNDARY 358 CENTERLINE 356 RIGHT OF WAY D PROPOSED STORM DRAIN LINE PER CITY STD. W PROPOSED WATER LINE PER CITY STD. W EXISTING WATER LINE o SURVEY MONUMENT @ EXISTING SURVEY MONUMENT SECTION DESIGNATION: 346 SECTION LETTER INIIII IIIIIN � MINIM SHEET WHERE SECTION IS SHOWN 1 /+UU 1 ts+ UU lv+uu ZU+UU L --WALL 5tk;11UN Z Zl+UU ZZ+UU (SEE SHEET 1) 1 2'* PRECISION PILASTER CAP 6"x2"x16' PRECISION CAP COLOR: LIGHT GRAY T CS1 A 32 SO FT. SIGN AREA WITH OMEGA 12 CHENILLE ACRYLIC STUCCO E3 EVATM OF: SM AT KODAK TRAL WAY - BM&4M ROAD AND AT FvDw Foss r DwvE - cceFm ROAD SCALE: NONE NOTE: CONTRACTOR SHALL VERIFY THE DIMENSIONS (IN THE FIELD) OF THE EXISTING WALL MONUMENT ON THE CORNER OF GOSFORD ROAD AND CANYON TRAIL AVENUE 50' MAX. SPLIT FACE CONCRETE BLOCK TO EXTERIOR COLOR: LIGHT GRAY 2'z2" TYPICAL WALL E3 VATM - ALL Its SCALE: NONE 2 11-0n 8"x 8"x 16" CONCRETE BLOCK (LOWER COURSES, PER PLANS) 6"x8"x16" SPLIT FACE\,_,,.6"x 8"x 16" MORTARED CONCRETE BLOCK CONCRETE BLOCK (UPPER COURSES) TIE TO BLOCK WALL/00E SECTION � �3 SCALE: NONE 310 (STA. 10+00-00 C.L. TO 12+06.00 C.L.) 368 SCALE: 1" = 50' HORIZONTAL.* SCALE: 1" = 5' VERTICAL "A.- I -� Jvv • 368 364 366 362 364 360 362 358 360 356 358 354 356 352 354 350 352 348 350 346 348 344 346 342 344 340 342 23+0023+25 340 ft 2'-0" 00 L&I C) r-- V) + + 01 64 r, •—V.- ZJ - - < W W %I;vo 366 364 362 360 358 356 354 352 AP50 E 348 346 344 342 340 f% WALL �iE� 2-JSHEET1)10+25 (SEE 1) 11 0 11+75 WEST OF rk KODAK TRAIL WAY 360 14. 1 -_ 366 364 362 360 358 356 354 352 350 348 346 344 342 34 A C3 M CI: W C; 0- C!T I Ui - aOro Qr 46 CL ©a cn + + 00 4 q- M z t -Y cn 0 c. io Uj cn NISHE 00 AD SID —00 ................... ....... ............... FA OJM ME -I-- z C;3 c; MP In LANDS P} 0 r-) 2 GRADE 0 >: --z E U_9 2 0 U_ 0 U_ . 8 a-1 c; .0 In ........... R2 + 0 o++ 0-a_110 0 . .. ... .... ....... INLNEf ;;,Co (n I<_ 15 a4 �5 Ps cn (n cn w cn LANDS1 -36.50 GRADE 24.00 LF ALL SECT ON 13 >: ui %I;vo 366 364 362 360 358 356 354 352 AP50 E 348 346 344 342 340 f% WALL �iE� 2-JSHEET1)10+25 (SEE 1) 11 0 11+75 WEST OF rk KODAK TRAIL WAY 360 14. 1 -_ 366 364 362 360 358 356 354 352 350 348 346 344 342 34 A 368 366 364 362 360 358 356 354 352 350 APE 348 346 344 342 340 WAU SEC-RON iJ 11 A SHEET 11+75 10+25 (SEE SHE EAST OF Q KODAK TRAIL WAY Know what's below. Call before you dig. SCALE: 1 = 50' 50$ 25 0# 50 100 .9 M ..j W W -.1 . C; Qr 46 cn + + Cl 4 q- M z t -Y cn 0 c. io Uj cn 00 —00 `FRIINISH PAD SIE E ........... ............. . ... . .. ... .... ....... INLNEf ;;,Co GGo o Ps 29 LANDS1 ODM z GRADE OZ c? >: ui UR wLj_ _j aui 9 8 a_ c; U_ + 0- ct + cn to 36.50 1 F 24.001 LIF ALL SEC ON 3 368 366 364 362 360 358 356 354 352 350 APE 348 346 344 342 340 WAU SEC-RON iJ 11 A SHEET 11+75 10+25 (SEE SHE EAST OF Q KODAK TRAIL WAY Know what's below. Call before you dig. SCALE: 1 = 50' 50$ 25 0# 50 100 �IIINNN