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HomeMy WebLinkAbout055-540-047 CF Site Plan for Exception (3) ARCH E 1 3O"x42" WHILE EVERY ATTEMPT HAS Rx ~ BEEN MADE IN THE ,+ �' * PREPARATION OF THIS PLAN TO AVOID MISTAKES,THE 1yy ' � � S� '• MAKER AGAINST HUMAN ERROR. EE •• � E F t _ : f , drr. 7 BUILDING CONTRACTOR/ � i i * {+. = HOME OWNER TO REVIEW AND # # * -"� VERIFY ALL.DIMENSIONS I* e ' VAMP J _` .44 V ire ' BEGINS.SPECS,AND CONNECTIONS 1 eliship.a" :=Ns:* if BEFORE CONSTRUCTION . jp.:41. ; "Nth ✓ # ilk mini LI,nE% k„n - 40*. - kW yili? / / çFT &BY ,: 11111.11 yr IV A.1*.rc. 111 lire......„4 . t...„.. ,, r . . . J - �1- ' ,0 7AT-Alk ^liiw! -4 um ■n till rr: / ,1. / li h�� , i ,'I i �, . / \ la_ YGAMORE VALLEY ROAD _ ■ A111111E&1�� ■ �NL / CHICO,CALFORNIA95.1 385 ;� '� ��1 f17.. / SLR LYNNSMITH32CATT•NET 44 ■ I * imigmliiiirkl = I ....,.Liip I 1 _ IIPIS ENERGY GALGS BY: { *** * L_ .�is �- __ / T Air,' GOLDEN SUN ...thilL � :�ii1" 1" 1 -411111... + _ ;Ili DESIGNS1.f.All WI 4' MAX .I ' ,•".. . }a � �'1''� I ' mow ,# // �I` RAMIREZ } # II i / V. tit JISAil4iiits,b r20-4111 itE • �'� r �11 J // /III zX , '. _ . .„) CI / • ' J _ / / \ / /if. ir-4, -4 °� / ago \ ,Ipri ..•,,, 4 ,,-.Eli..iar I -.pi. ,41./ ip,FP,- , ,... ,i,..40, \061,. .6 0 11 .0 ki'4,,O..... 11, '� _ '�� 20'BUILDING SETBACK LINE�� / ��O\ Ai AL iipli, ii40. ,,,,=. 1 1 1 0 I -. ilk 110:01 . . \ X AO' AV 4111110.N. }� I N. .; Sodr.' . 4.• mim mill / / \ a / WATER SERVICE:' \ - \ W' . / GONNEGT TO WATER \ / _ \ in . N _• SUBJECT is"- / \ , , SERVICE. �/ / \ \`Ah„,4* _ lir / oo � _ _ ; ','''� '\ SUMMIT �. L / °oO��aQ�� ��000� _ \ \\ \ ` STRUCTURAL DESIGN L , - - _ __ - - ik, Affil r I I rim ! I I I / \ 6 \�L01nu0000pa - - - - - % \ \ fPr7 7r I / /' o� �' / �p o / / _� I < N\ \ �ir/ . V - • i ro�0��0W000Pop0 a �A A 1 ELECTRICAL SERVICE: �O� `-o _ t,- ' / �� i \ \ -�- CONNECT TO UNDERGROUND - 8.o e w� -h• \ \ 11 h- E=ANINA ELECTRICAL SERVICE. ..A �p-- 0 \ ALT. 1L--N. 1 1 A' I _ / \\ \ ( - - 4ODppooaa oho. • \ \ \ X /N ' ,-.- . . \ \ N /\ N.-- -- ' /' GAS SERVICE: ' \ \ \ \v \s4o v ) © �` CONN• ECT TO GAS SERVICE. • \ \ ° 17-09 / /44 \ \ \ 19 20 T.22N. R.3E. M.D.B.&M. Ns725'3s"w l \ \ ' i° \ \ \ THESE PLANS HAVE GONG DRIVEWAY \� \ \ \ BEEN REVIEWED / / .0 �\ ' \ \ N ONLY FOR 3 0 2 9 SKYWAY EAST BOUND 55-54 / H�� _ \ / ' " \ \ \ I 839 21 1 i4,Q,50 Lot A T� ,„�? COMMON AREA L. \Lot C4.93Ac �\ (E) SEWER CONNECTION N N \ 1.76Ac (OPEN SPACE) I12541- )1111k 39 / _Aaa,ro ® em \ CONNECTED TO SEWER SERVICE. • N N N N \ SS/�O� COMPLIANCE WITH STRUCTURAL JB a 21 T2Ic O 99 , a:. 7.96Ac17 / � 1 °per\ \ / ` \ N N N. N. \ 3 10.83Ac ®4• 40 19 oAAo o .e®0"4 Y GONG.WALK N ��' ATTACHED TEMP.PORTA-POTTY LOCATION CALCULATIONS. 17-19 $�P�� mSBE872-4-2}3450183410.., " ' � \ GONG/PAINT ® - - - _ _ _ O` / THE ENGINEER'S '4' g STAMP ON THIS I4A, 581 872-4-24-1 2 / LOt E 1"=600' AiL / \ WASHOUT O PLAN IS VALID \''. „11zA Lof B ti 17 �oggc 7 ,yv 03 es y• O _ ��o����24�� )gc33 COMMON AREA4- ii ONLY WITH A \ CLIFF ANGER LN no ,'105A\e� ry�76 / 20 4'0 WATER SUPPLY SYSTEM s m �� ze oe® 5616 ` aeRsa6 1 / 1.1oga 15 qP � Q� w- _ i �4� � D� LETTER SIGNED BY BAY I.20A �• 99 Z3 a ry F, \ TREE--!TO 6�� O 14 ,q0 � q� °PP ,,,, BLUE OAKS TERRACE PH. 163 M.O.R. 34/41, 01-25-2005 Aa r m \\\ n THIS ENGINEER FOR DRIVE '� 30.54Ac �?° 22 �� v BLUE OAKS TERRACE PH. II, 165 M.O.R. 61/64, 11-15-2005 .�xm� "a�0\ -� PROPOSED RE5IDENGE� 0�' EACH UNIQUE BUILD. QJ ♦COMMON AREA P3, 30 ,'7 �3pgc �, 1,?, , 4 6i - N OFP (E) ITALIAN GYPRUS �� ,gym'. (OPEN SPACE) y12 °� ? � TEMPORARY STRAW ROLLS---..............is - y 28 •//.7/??24a000'A6®�S°°�'� _mom\\\,. SC74, �,p •�(� /77c; 827 747Ar �t 9 Z�ry�, SNUFF RO • / \ / il‘ X ORC SUBJECT O 2g Y OS @S@�jv \ \ \ \� 2.79A c 10 2qc \ V ♦♦ --- I / / v 26 Ns PoB0 ��®cs, �� \ N. / / \ / OAK RIDGE CONSTRUTION \ ♦_ / ♦ / oi n 450.00 41 • . wvao�`� � ♦ �°• _/.� n O ♦ -- 7 / / . ....•" ♦♦ S / i N ' • 2000o e O6 1,252I - - _ \\\\�> /`o FUTURE OUTDOOR KITCHEN - - - - / s BO \\ .•Art # / - - - - ♦♦♦♦ ,�EG�U RED. PERMIT / - - - ' AR. 20.67Ac I • 490.00 7O ` \ - �` - \ \ W 0°'', / `•.``_ ,,0° I _ / / / ir �. 11 (E) SEPTIC W/PUMP: \ ._' / / / ' / �O AS PER BUTTE COUNTY HEALTH y / N `; 00.00 l DEPARTMENT REQUIREMENTS. \`� N / E POOL / / ' / ' w 5000o I 5.05Ac C9� .5.03Ac 5.01Ac h iZ23ACt ■� tr ir_R1VEN,ELL LW N z 11-3 LP o All Assessors'nnps ore prep¢red For local property \� / -- xx .�} 1S assessnent purposes ONLY, Parcels shown thereon nay not / \ / - - _ - - \ �� `�. V P conply rith Stole and local subdivision ord�'nances. No liability N \ / / ® O � is assumed for use of Information shown on any Assessors'cap, • \ / 34.99Ac / w �, ALL ACREAGES APPROXIMATE PER RECORDED INFORMATION. - _ - - - _ / 45 W 111\ ry ��� Butte County Assessor's Map \R \ \ / - _ - - , - ' / // 1., I� 90RS6 87PM903L� / Book 55, Page 54 �, R� /\ \ - - / NOTE: REMAINING SOUTHERLY CONTOUR LINES ARE NOT SHOWN. x 4 694.00 •3 / N _ / 2 �I CREATED BY SDTICREATED ON 9-5-20021 1 14 24 13 3 12 iv, RD REVISED BY SL REVISED ON 02-23-201613' ,, ' NN .�} 30 417z �6.94Ac ggpM384 3.06Ac 5.00Ac m 'EFFECTIVE 2016-17 ROLL �6 / N N - ' COVER BARE �•+ 31 32 NDIAN - I Previous Book 55, Portion of Page 37 I �A/ 59PM72 SPRINGS p 9 28 Compiled By The Butte County Assessor's Office r \ / ROAD 32 33 II /\ SOILS W/STRAW �'36 P, / \ o; ` Wtill Z W 111 � 41(11;` � 308 9 SOFT RESIDENCE / \ N NO SOILS />S, It z v Q 1 502 SOFT GARAGE STOCKPILE `p., # 1021 SOFT PORCH N \/15 N 0 NORTH i )14 41IL r 56 1 8 SOFT TOTAL / N W 5'!,'!96 SOFT LOT \ \ \ O Z (L v 1PLOT PLAN 1 9./96 LOT COVERAGE EAVES 4 SOFFIT NOTES: N N A/ 0 'XX (L EAVES SHALL BE ENCLOSED WITH SCALE: 1"= 20' O" \ `4.N = n� AN IGNITION RESISTANT OR NON- \ �(� 1L COMBUSTIBLE MATERIAL IN PROPERTY OWNER: N v, ACCORDANCE WITH CRC.SECTION SHAWN MACNEILL 1.� N ��■ W O R331.1.4(OPEN EAVES)4 1 1 1 28 MIDWAY � R3331.1.5.(CLOSED EAVES). .n di PHONE(30)564-1506 \ N 11/ v EXTERIOR DOORS: TRUE UORTH GRADING: ali i� ALL EXTERIOR DOORS TO BE NOT N 1 2'PUBLIC UTILITIES EASEMENT lift LESS THAN 20 MINUTES FIRE CONTRACTOR: THE LOT SHALL BE GRADED TO DRAIN t RESISTANT IN ACCORDANCE WITH OAK RIDGE CONSTRUCTION SURFACE AWAY FROM(N)FOUNDATION r CRC.SECTION R331.8.3. 1 1 1 28 MIDWAY WALLS. THE GRADE SHALL FALL A N N < XX t CHICO,CA 95928 MINIMUM OF 6 INCHES WITHIN THE FIRST N < EXTERIOR GLAZING: I ENERGY VALUES: PHONE(530)864-1306 1 O FEET. CRC R401.3 N ONE PANE OF EACH WINDOW SLAB-ON-GRADE: NO INSULATION SHALL BE TEMPERED AS PER CRC, R-2 1 INSULATION ® 2"xb"EXTERIOR SITE ADDRESS: N Ea SECTION R351.8 462 BATY TREE DRIVE GA4LGREEN NOTE N N �O ALL EXTERIOR WALLS: WALLS PARADISE,CA g5969 DURING CONSTRUCTION,ONE OR MORE OF THE FOLLOWING MEASURES SHALL BE N A.N. R-2 1 INSULATION 2"x6"INTERIOR IMPLEMENTED TO PREVENT FLOODING OF THE ADJACENT PROPERTY,PREVENT ALL EXTERIOR WALLS SHALL BE N rY ENCLOSED WITH AN IGNITION DEMISING(GARAGE)WALLS EROSION 4 RETAIN SOIL RUNOFF ON THE SITE: NN ,1K RESISTANT OR NON-COMBUSTIBLE WINDOWS:LOW E.NON-METALLIC: A.) RETENTION BASINS OF SUFFICIENT SIZE SHALL BE UTILIZED TO RETAIN STORM 0) MATERIAL IN ACCORDANCE WITH U-FACTOR ®0.30 MAX. WATER ON THE SITE. N CRC.SECTION R331.1 B.) WHERE STORM WATER l5 CONVEYED TO A PUBLIC DRAINAGE SYSTEM, N SHGG @ 0.23 MAX. COLLECTION POINT,GUTTER OR SIMILAR DISPOSAL METHOD,WATER SHALL BE N UJ EXTERIOR PORCH CEILINGS: R-38 ATTIC INSULATION @ HOUSE PLUS FILTERED BY USE OF A BARRIER SYSTEM,WATTLE OR OTHER METHOD ALL EXTERIOR PORCH CEILINGS SHALL R-1 q UNDER ROOF DECK(AT APPROVED BY THE ENFORCING AGENCY. N BE IGNITION RESISTANT OR NON- ROOF RAFTERS) C.) COMPLIANCE WITH A LAWFULLY ENACTED STORM WATER MANAGEMENT NNNN COMBUSTIBLE MATERIAL IN ORDINANCE.ACCORDANCE WITH GRG.SECTION R-5 MIN.INSULATED ENTRY DOORS METHODS TO MANAGE SURFACE WATER INCLUDE:SWALES,WATER COLLECTION ANDN / R331.1.6 RADIANT BARRIER SHEATHING** DISPOSAL SYSTEMS,FRENCH DRAINS,WATER RETENTION GARDENS A OTHER WATER ROOF GUTTERS: WATER HEATER:(2)ON-DEMAND MEASURES WHICH KEEP SURFACE WATER AWAY FROM BUILDINGS AND AID IN N SHALL BE PROVIDED W/MEANS TO MIN.EFFICIENCY FACTOR 0.93 GROUNDWATER RECHARGE. N PREVENT THE ACCUMULATION OF QUIET COOL WHOLE HOUSE FAN N N 4 LEAVES DEBRIS IN GUTTERS.CRC MODEL QC STL PRO-6.5 / R331.5.4. HVAC: FAU IN/ 94% EROSION CONTROL PLAN: N EAVE NOTE: COOLING SEER @ 1 4 1.) NO SOIL DISTURBANCE SHALL OCCUR PRIOR TO OBTAINING A BUILDING PERMIT \ USE 5/5"LP FLAMEBLOCK8 COOLING EER 0 1 1.1 OR GRADING PERMIT. N OR 5/5"FLAME RETARDANT 2.) THE CONTRACTOR SHALL BE RESPONSIBLE FOR EROSION CONTROL. PLYWOOD AT EXPOSED L I R-8 DUCT INSULATION I 3.) EROSION CONTROL MEASURES SHALL BE IN PLACE AT ALL TIMES. N y EAVES. J 4.) SOILS TRACKED OFF SITE INTO STREETS SHALL BE CLEANED UP AT THE END OF GARAGE DOOR PERIMETER: EACH WORK DAY. DOORS SHALL RESIST THE INTRUSION 5.) INACTIVE SOIL STOCKPILES SHALL BE COVERED. ACTIVE STOCKPILES SHALL BE IL COVERED PRIOR TO A FORCASTED RAIN EVENT. CONTINUOUS OF EMBERS FROM ENTERING BY I RIDGE VENT PREVENTING GAPS BETWEEN DOORS 4 6.) THE EROSION CONTROL PLAN SHALL BE RE-EVALUATED 4 ADJUSTED CLASS A ROOF VENTILATION: 11PENINGS,ALL SIDES,TOP 4 NOTE' ACCORDINGLY A5 THE SITE CHANGES 4 AFTFTER RAIN EVENTS. COMPOSITION ROOFING SEE ROOF PLAN 4 ROOF BTOM,FROM EXCEEDING 1/8"WITH ALL INSPECTION MUST BE HERS 1.) EROSION CONTROL MEASURES SHALL BE MAINTAINED. Z I OOF THE FOLLOWING METHODS: INSPECTED PRIOR TO ANY 8.) PLACE SIGN AT WASHOUT:WASHING OF CONCRETE EQUIP.4 TOOLS AT ANY OTHER Z OVER 1 5 FELT OVER 1/2" VENTILATION GALGS PPROVED WEATHER-STRIPPING INTERIOR FINISHES BEING LOCATION THAN A DESIGNATED CONCRETE WASHOUT IS A VIOLATION OF LAW 4 4( 43 QGDX RADIANT BARRIER SUBJECT TO FINE. a_W RODUCTS. INSTALLED. ALL INSULATION MUST O PLYOOD OR OSB WITH Sd'SOOR OVERLAPS ONTO JAMBS 4 til AT 6", 1 2"C/C. EADERSBE VISIBLE FOR THE HERSPITCH 6 / 1 2ARAGE DOOR JAMBS 4 HEADERSINSPECTOR. tn Qj OVERED WITH METAL FNG. IL < 0sBG 108A.4. NOTE: DESIGN 4 CALCS BY OTHERS PROVIDE PLASTIC OR POLYSTYRENE BAFFLES LIVABLE: BAFFLES TO MAINTAIN 1" CLEARANCE BETWEEN 3089 SC{Ft TOTAL INSULATION 4 ROOF SHEATHING. ATTIC, INSULATION CRC SECTION RSO6.3. AS PER ENERGY CALCS r .,.,,... 777, 7777 GARAGE: 1 502 SCIFt TOTAL ��._ ''''''................. ..,.^^-'-'7-^�^�^^�^7^^�^^^^^^^--A 5/8"GYP.BD. ^^ -- ;` 4 1 0'PLATE HEIGHT 1 2"ROOF OVERHANG I I I I COVERED TYPICAL,U.N.O. �'1� 5/8"GYP.BD. 5 , �LI LI '�� PATIO: 8'TOP OF 1�� 1 1 2 S4Ft FRONT WINDOW I CONNECT TTo GUTTER: q 1 5 SCtFt REAR DOWNSPOUTS 1021 S4,Ft TOTAL ur DATE: _3 COAT STUCCO: 1/2"GYP.BD. 4/25/2020 APPLIEDFGRADE OVER 2 LAYERS. 2"x 6"STUDS s 1 6"G/G I SCALE: OF GRADE D PAPER. SHOWN STUCCO WEV SCREEDS: *092 INSTALL 2"ABOVEE PAVED AREAS. WALL INSULATION INSTALL 4"ABOVE SOIL. AS PER ENERGY CALCS I 4"CONCRETE SLAB I I 4"CONCRETE SLAB 26 GUAGE MINIMUM CRC R 105.1.2.1. FINISHED GRADE (fir ��j GRAVE - ' , . a - kJ 1 U OO Ulf U L FILL GRAVEL FILL �'Ic 6---- I 5�GSECTIONA-6 SHEET SCALE: 1/4"= 1'-O" FOUNDATION DETAILS: SEE STRUCTURAL PAGES FOR DETAILS O ©COPYRIGHT 2020 1:10RSHAWN MACNEILL 4 RYAN BECHHOLD ' I MAX RAMIREZ-GOLDEN SUN DESIGN - ENERGY CALCSC.. SUMMIT STRUCTURAL DESIGN - STRUCTURAL ENGINEER G:/Users/Lynn/Documents/chief X 1 2 Plans/Oak Ridge-Shawn MacNeill/MacNeill Residence.layout 'r LYNN SMITH-DRAFTING -- 385 RIO LINDO AVENUE#200,CHICO,GA 95926 T� ��OAKRIDGE CONSTRUCTION 22 1 89 SAMSON AVENUE,CORNING,GALIFORNIA 96021 OWNER:SHAWN MAGNEILL �,, 1 99 SYCAMORE VALLEY ROAD,GHIGO,GA 95913 � ®PHONE: (530)564-1306 SHAWN (53O)624-1 453 RYAN . 4. PHONE: (530)32 1-1242 CELLEgo (530)592-4401 WORK PHONE: (550)564-1506 SHAWN 1,,;,°.°`°e; (530)89 1-0585 WORK OAK RIDGE CONSTRUTION EMAIL ADDRESS: Shawn@OakRidaeGabinets.com RBechhold@OakRidaeGabinets.com .A. .4.... EMAIL ADDRESS: AlphaMax41@GMail.com EMAIL ADDRESS: Ryland®SummitGhico.com EMAIL ADDRESS: Shawn@OakRidgeCabinets.com „..=s;"A,.;;,r EMAIL ADDRESS: LynnSmith32@ATT.net