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plan set EXC-2018-07GENERAL NOTES PROPERTY DESCRIPTION AA] VERIFICATION CONTRACTOR &ALL SUBCONTRACTORS SHALL OWNER MICHAL & ZURI BARNIV AS PER PLAN EGRADING VERIFY ALL GRADES, DIMENSIONS & SEE PLANS BY OTHERS ❑4 DRAINAGE SEE PLANS BY OTHERS CONDITIONS PRIOR TO START OF WORK AS PER PLAN ❑9 TREES ❑B DIMENSIONS DO NOT SCALE THESE DRAWINGS. WRITTEN ADDRESS 21650 RAINBOW COURT PROPOSED BASEMENT PLAN ENGINEER DIMENSIONS SHALL TAKE PRECEDENCE OVER A-3 CUPERTINO, CA 95014 z -'H z w_ w 0 0 A L A A SCALED DRAWINGS �sa $4 54 B A Z 3$ 4'C Bek�ry (510) 371-5019 DISCREP- MINOR DISCREPANCIES BETWEEN DRAWINGS & PARCEL 366-38-007 A-6 ANCIES ACTUAL CONDITIONS ARE TO BE EXPECTED. S -q,a A-7 EXTERIOR ELEVATIONS - LEFT & RIGHT �„ CONDITIONS REQUIRING CLARIFICATION SHALL BE ACREAGE 0.90 acres rrz (510) 368-9863 BROUGHT TO THE ATTENTION OF C.D.A. - 4 00 d A-10 IMMEDIATELY ZONING RHS -21 DDCONTRACT RW - or a : CONSTRUCTION DOCUMENTS TO POST DATE JOB or g i aaw, ay..a„a a DOCUMENTS COPY. VERIFY DOCUMENT DATE WITH C.D.A. PRIOR OCCUPANCY R - 3 / U 4 6 llirtnanq my � C2 TO START OF WORK. CONTRACTOR TO ENSURE u...,.y. a :- C A L A B P .. � sou, THAT ANY REVISED DOCUMENTS SHALL BE BROOKVALF LANDSCAPE W. JEFFREY HEID PROVIDED TO SUBCONTRACTORS IMMEDIATELY CONSTR. TYPE V - B axawa L2 CONCEPTUAL LEGEND PROJECT CONSTRUCTION OF A NEW 2 -STORY FIRE DEPT. COMMENTS DESCRIPTION CE WITH AN ATTACHED (408) 691-5207 Mif�nh TOPOGRAPHIC SURVEY ij� !� GARAGE - AN AUTOMATIC FIRE SPRINKLER SYSTEM WILL BE PROVIDED AND INSTALLED PER NFPA 13D 2016 EDITION (TO BE A DEFERRED SUBMITTAL) - THE PROPOSED DRIVEWAY SURFACE SHALL BE ABLE TO SUPPORTAN IMPOSED LOAD OF 75,000 POUNDS - THE FIRE TRUCK TURNAROUND SHALL BE KEPT CLEARATALL TIMES - POTABLE WATER SUPPLIES SHALL BE PROTECTED FROM CONTAMINATION CAUSED BY FIRE PROTECTION WATER SUPPLIES. IT IS THE RESPONSIBILITY OF THE APPLICANT AND ANY CONTRACTORS AND SUBCONTRACTORS TO CONTACT THE WATER PURVEYOR SUPPLYING THE SITE OF THE PROJECT & TO COMPLY WITH THE REQUIREMENTS OF THAT PURVEYOR - NEW BUILDINGS SHALL HAVE APPROVED ADDRESS NUMBERS PLACED IN A POSITION THAT IS PLAINLY LEGIBLE AND VISIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY. THESE NUMBERS SHALL CONTRAST WITH THEIR BACKGROUND. WHERE REQUIRED BY THE FIRE CODE OFFICIAL, ADDRESS NUMBERS SHALL BE PROVIDED IN ADDITIONAL APPROVED LOCATIONS TO FACILITATE EMERGENCY RESPONSE - ALL CONSTRUCTION SITES MUST COMPLY WITH APPLICABLE PROVISIONS OF THE CFC CHAPTER 33 AND OUR STANDARD DETAIL AND SPECIFICATION SI -7. .f _ R.150.00 SITE PLAN NOTES ElDRIVEWAY DOWNSPOUTS CONNECTED TO STORM PIPES (N) PER PLAN & CIVIL SHEETS MFLATWORK 6 SEWER AS PER PLAN EGRADING A-1 SEE PLANS BY OTHERS ❑4 DRAINAGE SEE PLANS BY OTHERS ❑5 STORM DOWNSPOUTS CONNECTED TO STORM PIPES DRAINAGE GKM ENGINEERING 6 SEWER T.B.D. LATERAL A-1 0GAS & ELEC T.B.D. SERVICE A - 1A ElSETBACKS AS PER PLAN ❑9 TREES PROTECT (E) DURING CONSTRUCTION 10 FENCES T.B.D. ElLANDSCAPE SEE PLANS BY OTHERS VICINITY MAP CONSULTANT DIRECTORY SHEET INDEX SURVEYOR GKM ENGINEERING ARCHITECTURAL SHEETS r O z 1 c/iZOZ10 236 N. SANTA CRUZ BLVD., Ste. 208D A-1 SITE PLAN & COVER SHEET wZC7wmF W >j H O J° o LOS GATOS, CA 95030 A - 1A SITE SECTION A - A & B- B & C - C w Q� a 0 'z w Z� 0O All A-1113 FLOOR AREA CALCULATIONS SOILS FOUNDATION ENGINEERING CONSULTANTS, INC. A-2 PROPOSED BASEMENT PLAN ENGINEER 3984 WASHINGTON AVE., #236 A-3 EC z -'H z w_ w 0 0 A L A A A-4 �sa $4 54 B A Z 3$ 4'C Bek�ry (510) 371-5019 A-5 PROPOSED ROOF PLAN CIVIL GREEN CIVIL ENGINEERING A-6 EXTERIOR ELEVATIONS - FRONT & REAR 21650 Rambo«Court S -q,a A-7 EXTERIOR ELEVATIONS - LEFT & RIGHT �„ ,f A-8 CROSS SECTIONS A - A & B - B rrz (510) 368-9863 c.ALAB: , S. BRnnxv A. r- - 4 00 d A-10 CROSS SECTION E - E MW T.B.D. 121650 Rembow Court RW - or a : ENGINEER or g i aaw, ay..a„a a C1 GRADING & DRAINAGE PLAN S A 4 6 llirtnanq my � C2 GRADING & DRAINAGE PLAN & DETAILS u...,.y. a :- C A L A B P .. � sou, BROOKVALF LANDSCAPE W. JEFFREY HEID ua*•a CHANTEL CONCEPTUAL LANDSCAPE PLAN ARCHITECT axawa L2 CONCEPTUAL LEGEND ~ HU,,IPi t. PWn(v - PMV�PA Pr Pec, Rd (408) 691-5207 Mif�nh TOPOGRAPHIC SURVEY ij� !� k � Y21vam1G CaA � " CONSULTANT DIRECTORY SHEET INDEX SURVEYOR GKM ENGINEERING ARCHITECTURAL SHEETS r O z 1 c/iZOZ10 236 N. SANTA CRUZ BLVD., Ste. 208D A-1 SITE PLAN & COVER SHEET wZC7wmF W >j H O J° o LOS GATOS, CA 95030 A - 1A SITE SECTION A - A & B- B & C - C w Q� a 0 'z w Z� 0O (408) 656-5917 A-1113 FLOOR AREA CALCULATIONS SOILS FOUNDATION ENGINEERING CONSULTANTS, INC. A-2 PROPOSED BASEMENT PLAN ENGINEER 3984 WASHINGTON AVE., #236 A-3 PROPOSED LOWER FLOOR PLAN z -'H z w_ w 0 0 FREMONT, CA 94538 A-4 PROPOSED MAIN FLOOR PLAN Q a- a w O W O w w Uoa0cor (510) 371-5019 A-5 PROPOSED ROOF PLAN CIVIL GREEN CIVIL ENGINEERING A-6 EXTERIOR ELEVATIONS - FRONT & REAR ENGINEER 204 E. 2nd AVE., # 820 A-7 EXTERIOR ELEVATIONS - LEFT & RIGHT Z O SAN MATEO, CA 94401 A-8 CROSS SECTIONS A - A & B - B rrz (510) 368-9863 A-9 CROSS SECTION C - C & D - D 00 A-10 CROSS SECTION E - E STRUCTURAL T.B.D. O 2 ENGINEER CIVIL SHEETS C1 GRADING & DRAINAGE PLAN ENERGY T.B.D. C2 GRADING & DRAINAGE PLAN & DETAILS CONSULTANT C3 DRIVEWAY PROFILE, ISOMETRIC DRAWING & DECTION LANDSCAPE SHEETS LANDSCAPE W. JEFFREY HEID L1 CONCEPTUAL LANDSCAPE PLAN ARCHITECT 6179 ONEIDA DR. L2 CONCEPTUAL LEGEND SAN JOSE, CA 95123 (408) 691-5207 1 of 1 TOPOGRAPHIC SURVEY G ' - � -" -," v TABULATIONS THE STRUCTURAL CONDITION OF THE SANITARY pp�o SEWER LATERAL IS TO BE VERIFIED: - A CCTV SHALL BE PERFORMED ON THE PRIVATE SEE CALCULATIONS ON SHEET A - 1 B LATERALAS WELL AS THE DISTRICT OWNED LOWER LATERAL COVERAGE & F.A.R. _ — — - IF ANY STRUCTURAL DEFECTS WITH A PACP RATING OF 3 OR WORSE ARE FOUND WITHIN THE PIPE, REPLACE ENTIRE LATERAL VIA PIPE BURSTING OR SITE PLAN 32,211.12 (Net) SQ. FT. = 0.776 acres / 98' _ _ R' 150 00, LINE ENTIRE LENGTH OF PIPE WITH CIPP LINER COV: ALLOWABLE - SQ. FT.= S0 Og 48 " EXISTING - SQ. FT = \ PROPOSED - SQ. FT = — 1 RIDGE SITE LINE SECTION FAR: ALLOWABLE 4,077.00 SQ. FT = 12.657% (SEE SHEET A- 1A) PRI EXISTING SQ. FT = - VE SANITA v^� S� \ DRIVED \ \ PROPOSED 4,075.62 SQ. FT. = 12.652% ERE MENT 58 S6 � ISL v v `� 6' 6� \ AVERAGE SLOPE {1- [1.5 x (0.299782 - 0.1)]} = 0.700327 FIRE TRU K X� ��� �� A \ \ \ NAR LIND �.p MAXIMUM ALLOWABLE FLOOR AREA CALCULATION {4,500 + [59.5 x (32,211.12 - 10,000)]} x 0.700327 = 4,076.99 s.f. 1,000 E•yII WA11k ► 1 " = 20'-0" \ NI \ \ 9 \ \ so � \ 39,192.15 (Gross Lot) - 6,981.03 (40' Ped. & Vehicle Ingress / Egress Easement) = 32,211.12 s.f. (Net Lot Area) APPLICABLE CODES THIS PROJECT SHALL COMPLY (AS REQUIRED) WITH THE: 2016 CALIFORNIA BUILDING STANDARDS ADMINISTRATIVE CODE 2016 CALIFORNIA BUILDING CODE 2016 CALIFORNIA RESIDENTIAL CODE 2016 CALIFORNIA MECHANICAL CODE 2016 CALIFORNIA ELECTRICAL CODE 2016 CALIFORNIA PLUMBING CODE 2016 CALIFORNIA FIRE CODE 2016 CALIFORNIA ENERGY CODE 2016 CALIFORNIA GREEN BUILDING WEST 52.70' cn=wzz0-- z- <- �w 01-17-19 � w R -w Q 2 o tc W w z a Wz — 2 03-26-19 r O z 1 c/iZOZ10 z= W° ME75 z w 0 wZC7wmF W >j H O J° o Q� -, W O W Z F p p / w Q� a 0 'z w Z� 0O Q 0 w0°ow-Zc�wsU 2Uw�LLOC7adw .0 LUW c r W W a O F F W 0 0 W / z -'H z w_ w 0 0 a<UOw>'w--.z E•yII WA11k ► 1 " = 20'-0" \ NI \ \ 9 \ \ so � \ 39,192.15 (Gross Lot) - 6,981.03 (40' Ped. & Vehicle Ingress / Egress Easement) = 32,211.12 s.f. (Net Lot Area) APPLICABLE CODES THIS PROJECT SHALL COMPLY (AS REQUIRED) WITH THE: 2016 CALIFORNIA BUILDING STANDARDS ADMINISTRATIVE CODE 2016 CALIFORNIA BUILDING CODE 2016 CALIFORNIA RESIDENTIAL CODE 2016 CALIFORNIA MECHANICAL CODE 2016 CALIFORNIA ELECTRICAL CODE 2016 CALIFORNIA PLUMBING CODE 2016 CALIFORNIA FIRE CODE 2016 CALIFORNIA ENERGY CODE 2016 CALIFORNIA GREEN BUILDING WEST 52.70' LU 0L 0 0 Q LU 0 17-111 e0_\ 00 00 N 0 OLn CY) �U 00 z 0 0 LL! (V U cn=wzz0-- z- <- �w 01-17-19 � w R -w Q 2 o tc W w z a Wz — 2 03-26-19 r O z 1 c/iZOZ10 z= W° ME75 z w 0 wZC7wmF W >j H O J° o Q� -, W O W Z F p p w Q� a 0 'z w Z� 0O Q 0 w0°ow-Zc�wsU 2Uw�LLOC7adw .0 LUW c r W W a O F F W 0 0 W LL z -'H z w_ w 0 0 a<UOw>'w--.z O Q a- a w O W O w w Uoa0cor N Z Q �DLC)Fwpa=- z 2ZOZ—F- LLZ0 W 0_C- Z_ ::i Fr �a,na?OccO3: LU 0L 0 0 Q LU 0 17-111 e0_\ 00 00 N 0 OLn CY) �U 00 z 0 0 LL! (V U 01-17-19 DESIGN REVIEW COMMENTS 2 03-26-19 DESIGN REVIEW COMMENTS (ROUND 2) z Q� U LU 0L 0 0 Q LU 0 17-111 e0_\ 00 00 N 0 OLn CY) �U 00 z 0 0 LL! (V U O r^ m V 1 00_ W� m O Ln W� WN f� ^ Q O VG) W G) Ou 0 wW I_ %1 J V 1 Cn Q O(n N 1.0 J SHEET A- 1 O Ln z Q� U Q 0 � m H W W M LL ? Q Q U 00 OO N 0LU�- 06 Z_ ::i Fr Z J Q > Z O Q a rrz F__1 00 G kD O 2 O r^ m V 1 00_ W� m O Ln W� WN f� ^ Q O VG) W G) Ou 0 wW I_ %1 J V 1 Cn Q O(n N 1.0 J SHEET A- 1 �D G QOS �O lel &P ZZ PROPOSED STRUCTURE IS LOCATED WITHIN RIDGE SIGHT LINE THEREFORE, A HILLSIDE EXEMPTION IS REQUIRED _ - --- - - REQUIRED RIDGE SIGHT LINE OF 15% - - - - -- -- 97.73 0 16'-0"' 98.00 1 94.73 DBL TOP TOP OF 3'-0" =DBL TOP 0 PLATE o I C° RAINBOW COURT (7 PLATE U-1 0 0 0 0 0 0 0 0 Q (E) &PROPOSED GRADE (E) RIDGE LINE co 0�cr) OIII 0'-0" 81.731 MAIN FLOOR 7H H7t==t LEVEL -_---- -- - - ; -- Q o --- --- --- 1 70.50 PROPOSED STRUCTURE IS LOCATED WITHIN - ----- LOWER FLOOR RIDGE SIGHT LINE THEREFORE, A HILLSIDE LEVEL EXEMPTION IS REQUIRED SITE SECTION A - A 3/32" = l'-0" tl - 11'-3"_L FLOOR G�PO� LEVEL SAO O QFzOP - 21'-4" 60. BASEMENT FLOOR LEVEL 13'-0" 94.73 DBL TOP PLATE 1 0'-0" 81.73 MAIN FLOOR LEVEL REQUIRED RIDGE SIGHT LINE OF 15% w E & PROPOSED o K7- RIDGE / q LU 3: = GRADE ° ( ) LINE J m & PRO SITE SECTION B - B 3/32" = l'-0" 13'-0" 94.73 DBL TOP PLATE N" 81.73IN FLOORVEL FLOOR LEVEL - 21'4" 60.40 BASEMENT FLOOR LEVEL C) O J M J Q w' ------ >- o SITE SECTION A - A (Revised Ridge Sight Line) - - 3/32" = l'-0" t 8'-0" lf11.56 DBLTOP PLATE 0'-0" 103.56 MAIN FLOOR LEVEL (E) & PROPOSED GRADE -10'4" 93.31 LOWER FLOOR LEVEL SITE SECTION C - C 3/32" = l'-0" 90.73 9-_0" DBL TOP PLATE I& PROPOSED GRADE (E) GRADE y�- U2wO Z h z E Z w Q 01-17-19 aokinwcnz al 2 03-26-19 ¢wz—O z� (nZ0Z(nU Lu 0L w 0 Z 2 w U 2 Z Wom O 0 U U O(n C)pUQ w Z J Z w aza0¢WZcnO zdo�pwOm,cn¢ —ODUw'w Zcn-mZU W 2UwnLLOUdy~nOfna�z0TO c N U�zWQ2ao m� uo) CiaWa~v00OZ z��OzX�w0TZ 0 w LL U U O w¢ U H O 0 �aaWow oww U � a p Z �o�oFwvaa-- z LL M z Ln Q 01-17-19 DESIGN REVIEW COMMENTS 2 03-26-19 DESIGN REVIEW COMMENTS (ROUND 2) Lu 0L O O 0 U rn C)pUQ m Ln U oo Lu 0L O O 0 U rn C)pUQ m W z0 N Q uo) o w CO �D p NU w oLM LI� M z SHEET A - 1A oo > o Ln ,--I i --i Z m U N Q Q0O� ��o� O ~� � w oLM LI� M z Q U 00 O CD N c3W�- O Z J > O Z Q 0�W O > WQa U C) J ~ 00 Zo U Q0 0 SHEET A - 1A F X G ------------------- LOWER FLOOR EHABITABLE OA 15'-10" x 16'-8" 263.89 s.f. - - - - - - - - - - - - - - - - - - - - - - - - - - - - OB 11'-8.25"x14'-5" 168.49 s.f. OC 22'-11" x 5-3.25" 120.79 s.f. OD 23'-11" x 18'-5.5" 441.46 s.f. OE 6-10.75" x 35'-0.5" 206.60 s.f. FO 5'-2.5" x 18'-1" 94.18 s.f. © 9'-4.25" x 29'-8" 277.51 s.f. B H A I HO 18'-1" x 14'-7.75" 264.84 s.f. WOI 10'-9" x 15'-1.75" 162.82 s.f. I I I I I I 2,000.58 s.f. II I I I I BASEMENT FLOOR HABITABLE ()17'-5" x 17'-8.5" 308.42 s.f. OW 18'-5.5" x 29'-9.75" 550.29 s.f. ()8'-8" x 18'-1" 156.72 s.f. ()17'-2.75" x 21'-0.5" 362.53 s.f. 1,377.96 s.f. O MAIN FLOOR HABITABLE OJ 19'-11" x 19'-0.25" 378.83 s.f. OK 4'-10.5" x T-0" 14.63 s.f. OL 6'-2" x T-0" 18.50 s.f. OM 2'-9" x 17'-3" 47.44 s.f. ON 23'-11" x 16'-0" 382.67 s.f. MOO 29.80 s.f. - OP 18'-1" x 38'-11.75" 704.87 s.f. ® 9'-5.5" x 5'-5.5" 51.63 s.f. OR 11'-10.25" x 1'-8.25" 20.00 s.f. I I POS 1'-3" x 1'-0" 1.25 s.f. 1,649.62 s.f. I I I I I I NON -HABITABLE (GARAGE) JOT 5'-5.5" x 20'-5.5" 111.67 s.f. NOU 20'-11" x 15-0" 313.75 s.f. 425.42 s.f. I I I I I I I I I I I R I I I I I I K L I I I I I I I I I ---------------L---� I S T Q I U FLOOR AREA DIAGRAMS 3/16" = l'-0" U IDESIGN REVIEW 03-26-19 COMMENTS (ROUND 2) cn=wo r zrz� z ¢W < w R -w a 2 a tc W w z a r awz-O 00 zr c/jZOZ(nO 10 � Z 2 W 0 2 Z w W 0 7, r z ,-.j w o .2m W 5>j r O J o U O W O W Z F p U w Q a 0 a W Z �O p_FapowOm,cnzaa wo W OO��Zcnw Z)U W 2UW�W, CLW wo ��c W r O Q 9 a<w F Q � p M W arw0Wo00, cn z E w O z w i w 0 0 w crw Owa0 jW0 O �aaWOw oww 0000or W w Z 0 � O F W U a=- z 2 Z O Z- r W W W W racna�?O[c03; U IDESIGN REVIEW 03-26-19 COMMENTS (ROUND 2) JJJJ JJJJ JJJJ JJJJ SHEET A- 1B 00 > � oLn ,-.j 0 U rn pU Q W z0 N< I -I Q � � cn 0 w V �� �o?00 W w M z r'1 O JJJJ JJJJ JJJJ JJJJ SHEET A- 1B 00 > o Ln ,-.j F--1 0') z U � N< m mU)za) O �� �o?00 W w M z O N Q U O 0 L Z_ > rl �/ � ` 6 J � Z J Q Z z >° Lu U Ca J ~ 00 00 U O JJJJ JJJJ JJJJ JJJJ SHEET A- 1B C A-9 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I - I I L1 I I I I I I I I I I I I I I- I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I F - � F_ 1 1 --- -----J---------------------- - -J / I PROPOSED BASEMENT PLAN 1/4" = 1'-0" GENERAL NOTES ❑j EGRESS ALL BEDROOMS TO HAVE WINDOWS MEETING EGRESS REQUIREMENTS PER SEC. 310 & 311 CRC 2016 - MIN. NET CLEAR OPENABLE AREA 5.7 S.F. - MIN. NET CLEAR OPENABLE WIDTH = 20" - MIN. NET CLEAR OPENABLE HEIGHT = 24" ElGARAGE GARAGE SHALL BE SEPARATED FROM THE DWELLING COMMON UNIT AND ITS ATTIC AREA BY MEANS OF MIN. %" WALL GYPSUM BOARD (5/8" MIN. @ ATTIC) APPLIED TO THE GARAGE SIDE PER CRC SEC. R302.5&6. DOOR OPENINGS BETWEEN A PRIVATE GARAGE AND DWELLING UNIT SHALL BE EQUIPPED WITH EITHER SOLID WOOD DOORS OR SOLID / HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1%" THICK & SHALL BE SELF-CLOSING & SELF -LATCHING III STAIRWAYS DESIGN SHALL CONFORM TO SEC. R311.7 CRC 2016. USEABLE SPACE UNDER STAIR TO BE 1 HR. RATED CONSTRUCTION. 6-8" MIN. HEADROOM CLEARANCE FROM TREAD NOSING TO SOFFIT ABOVE. STYLE AND FINISH PER OWNER SPECIFICATIONS. IV GUARDRAILS DESIGN SHALL CONFORM TO SEC. R312.2 CRC 2016 2016 CRC ElWATER GUARDRAIL IS REQUIRED ON THE OPEN SIDE OF THE CONSERVING 402, 2016 CPC) SHALL CONFORM TO SEC. 402, 2016 FIXTURES STAIR LANDINGS AT 42" HIGH, WITH INTERMEDIATE ROOM FINISH SCHEDULE RAILS AT 34"-38" HIGH STAIR & DESIGN SHALL CONFORM TO SEC. R311.7.7 & R311.8.3 Q HANDRAILS CRC 2016. STYLE AND FINISH PER OWNER Lu 2 U w LL O U a d w ��u�azo�o �l SPECIFICATIONS VI FIREPLACE DESIGN SHALL CONFORM TO CH. 10 CRC 2016, WITH Ui CiaWa~v,OOZ OzXW00 NON-COMBUSTIBLE FACE & HEARTH. SEE SEC. R1001.9 U O w a � H cl Lu U O CRC 2016 FOR FURTHER INFORMATION REGARDING 0 Z �o�oFwva�- THE HEARTH. SEE INTERIOR ELEVATIONS FOR LL M M SPECIFICATIONS VII TEMPERED PROVIDE TEMPERED SAFETY GLASS AT HAZARDOUS O GLASS LOCATIONS PER SEC. R308.4 CRC 2016 VIII FIRE PROVIDE FIRE BLOCKING IN ALL AREAS AS BLOCKS DESCRIBED, OUTLINED & DEFINED IN SEC. R302.11, R302.8 & R1001.12 CRC 2016 ElWATER PROVIDE 24" MIN. CLEARANCE IN FRONT OF WATER CLOSETS CLOSET BOWL AND 30" MIN. CLEAR WIDTH FOR WATER CLOSET SPACE (SEC. 407.6 2016 CPC) SHOWERS ALL SHOWERS SHALL CONFORM TO SECTION R307 BASEBOARD 2016 CRC ElWATER ALL (N) PLUMBING FIXTURES (AS OUTLINED IN SEC. CONSERVING 402, 2016 CPC) SHALL CONFORM TO SEC. 402, 2016 FIXTURES CPC ROOM FINISH SCHEDULE SEE ARCHITECTURAL SPECIFICATIONS SHEET FOR ABBREVIATIONS ROOM NAME FLOOR BASEBOARD WALLS CEILING RE- MARKS Lu 0L z=w02ZW�0 O w!wz¢�_Oo�a �y o U �W � WZ�F�(nU LEGEND O WINDOW. SEE "WINDOW SCHEDULE" ON SHEET (A-) FOR FURTHER SPECIFICATIONS ODOOR. SEE "DOOR SCHEDULE" ON SHEET (A- ) FOR FURTHER SPECIFICATIONS EXISTING WALLS TO REMAIN NEW WALLS (E) EXISTING (N) NEW ORELOCATED y�- (n 2 w O Z H Z E Z w aokinwwz al awz-0 z� (nZ0Z(nU Lu 0L z=w02ZW�0 O w!wz¢�_Oo�a �y o U �W � WZ�F�(nU w ¢?aoaWz�0 Q 0 wUUcnow Z(n W �0 Lu 2 U w LL O U a d w ��u�azo�o �l W r Q Q p d F Q � T W Ui CiaWa~v,OOZ OzXW00 w U O w a � H cl Lu U O �aaLU oWw U a 0 Z �o�oFwva�- Z LL M M z Ln vJ o Lu 0L O O 0 U rn 0U Q 0 Lu z0 N I—I Q � � Ui o w COLn lD 0 N U r'1 M M z JJJJ JJJJ JJJJ JJJJ SHEET A- 2 o > Ln cy, oc)z U N Q ocy) Q0O� O ~� � w oLLI00� M M z Q U O CD N 0Lu O r-1 06J z> � O Z Q W O j d LI.JQ U 0 Zo U Q0 O JJJJ JJJJ JJJJ JJJJ SHEET A- 2 M T zo 0 M M Cl co 0 Lo 16-2 1/2" 6° x 5° - E -1 17'-9 1/2" I 1, 17'-3" I 0 60 x 50 - 0 12'x 8° SLDG FR. DR. UNIT I � I I I I I o I M I I a I 26 x 36 0' I BEDROOM #2 GAME ROOM 120 x 139 168 x 200 Fl BATH #3 D 0 (-)2 s BEDROOM #3 0 \6\ 103 x 145 0 in 0 0 28 s 030 0 PR. 2 -------------------- HALLWAY 0 PR. 22 MECHANICAL ROOM #2 (-)2 6 L---1 0 L BATH #2 O 26 0 28 UP DN 3' x 80 0 3' x 80 0 3' x 80 0 3' x 80 n x J /� O �o N / x 0 o d MIL 0 MSTR BEDROOM 0 144x 17' 0 28 W.I.C. WASHER DRYER LAUNDRY AREA N d 0 0 30 MECHANICAL ROOM #1 I I I I I I I_J I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I -- Li------------------------- I I I 17'-5" I 37'-4 3/4" I I I I I I I r� I I I I I I I I I I I I I I I I I I I i� I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I E -1 0 30 0 26 I-,- 0 30 ll' -7" 2° x 4° 0 26 x 50 • MSTR BATH L, x cl Lo O 0 M x N \ 0 26 9ux11y x Lo O I I I I I I I I � I r I I— — — — — — — — — — — — — L — — — — — — — 1 — — — — — — 1 — — — — — i — — — — — — — — — — — — — — — — — — — — — -L — J / L — — — — — — — — — — — — — — — — — — T - / I I / I I I I I I I I I I I r -I I I r1 I I I I I I I I I I I I I I I I L- ----- 1-L-- - - -----J I I I ----- ----- - --- -------------------------J AB -$ A A PROPOSED LOWER FLOOR PLAN 1/4" = 1'-0" ROOM NAME GENERAL NOTES BASEBOARD ❑j EGRESS ALL BEDROOMS TO HAVE WINDOWS MEETING EGRESS ODOOR. SEE "DOOR SCHEDULE" ON SHEET (A- ) O REQUIREMENTS PER SEC. 310 & 311 CRC 2016 U EXISTING WALLS TO REMAIN - MIN. NET CLEAR OPENABLE AREA 5.7 S.F. (E) EXISTING (N) - MIN. NET CLEAR OPENABLE WIDTH = 20" ORELOCATED 2 U w LL O U a a w ��U W - MIN. NET CLEAR OPENABLE HEIGHT = 24" � ElGARAGE cn GARAGE SHALL BE SEPARATED FROM THE DWELLING w �VOwao�LL w0z COMMON UNIT AND ITS ATTIC AREA BY MEANS OF MIN. %" 0 Z �70�0FwVa=— WALL GYPSUM BOARD (5/8" MIN. @ ATTIC) APPLIED TO THE M M z GARAGE SIDE PER CRC SEC. R302.5&6. DOOR C) U 00 O OPENINGS BETWEEN A PRIVATE GARAGE AND 0 L DWELLING UNIT SHALL BE EQUIPPED WITH EITHER 06J Z SOLID WOOD DOORS OR SOLID / HONEYCOMB CORE Q STEEL DOORS NOT LESS THAN 1%" THICK & SHALL BE O SELF-CLOSING & SELF -LATCHING > III STAIRWAYS DESIGN SHALL CONFORM TO SEC. R311.7 CRC 2016. C) USEABLE SPACE UNDER STAIR TO BE 1 HR. RATED '—' Zo CONSTRUCTION. 6-8" MIN. HEADROOM CLEARANCE U FROM TREAD NOSING TO SOFFIT ABOVE. STYLE AND FINISH PER OWNER SPECIFICATIONS. O IV GUARDRAILS DESIGN SHALL CONFORM TO SEC. R312.2 CRC 2016 iv GUARDRAIL IS REQUIRED ON THE OPEN SIDE OF THE STAIR LANDINGS AT 42" HIGH, WITH INTERMEDIATE N RAILS AT 34"-38" HIGH ul ElSTAIR & DESIGN SHALL CONFORM TO SEC. R311.7.7 & R311.8.3 HANDRAILS CRC 2016. STYLE AND FINISH PER OWNER SPECIFICATIONS VI FIREPLACE DESIGN SHALL CONFORM TO CH. 10 CRC 2016, WITH NON-COMBUSTIBLE FACE & HEARTH. SEE SEC. R1001.9 CRC 2016 FOR FURTHER INFORMATION REGARDING THE HEARTH. SEE INTERIOR ELEVATIONS FOR SPECIFICATIONS VII TEMPERED PROVIDE TEMPERED SAFETY GLASS AT HAZARDOUS GLASS LOCATIONS PER SEC. R308.4 CRC 2016 VIII FIRE PROVIDE FIRE BLOCKING IN ALL AREAS AS BLOCKS DESCRIBED, OUTLINED & DEFINED IN SEC. R302.11, R302.8 & R1001.12 CRC 2016 ElWATER PROVIDE 24" MIN. CLEARANCE IN FRONT OF WATER CLOSETS CLOSET BOWL AND 30" MIN. CLEAR WIDTH FOR WATER CLOSET SPACE (SEC. 407.6 2016 CPC) FxlSHOWERS ALL SHOWERS SHALL CONFORM TO SECTION R307 2016 CRC N D XI WATER ALL (N) PLUMBING FIXTURES (AS OUTLINED IN SEC. AJ -9 CONSERVING 402, 2016 CPC) SHALL CONFORM TO SEC. 402, 2016 FIXTURES CPC ROOM FINISH SCHEDULE /> SEE ARCHITECTURAL SPECIFICATIONS SHEET FOR ABBREVIATIONS I I I I I I I I � I r I I— — — — — — — — — — — — — L — — — — — — — 1 — — — — — — 1 — — — — — i — — — — — — — — — — — — — — — — — — — — — -L — J / L — — — — — — — — — — — — — — — — — — T - / I I / I I I I I I I I I I I r -I I I r1 I I I I I I I I I I I I I I I I L- ----- 1-L-- - - -----J I I I ----- ----- - --- -------------------------J AB -$ A A PROPOSED LOWER FLOOR PLAN 1/4" = 1'-0" ROOM NAME FLOOR BASEBOARD WALLS CEILING RE- MARKS ODOOR. SEE "DOOR SCHEDULE" ON SHEET (A- ) O FOR FURTHER SPECIFICATIONS U EXISTING WALLS TO REMAIN LEGEND (n 2 w O Z H Z E Z w O WINDOW. SEE "WINDOW SCHEDULE" ON SHEET (A-) FOR FURTHER SPECIFICATIONS ODOOR. SEE "DOOR SCHEDULE" ON SHEET (A- ) O FOR FURTHER SPECIFICATIONS U EXISTING WALLS TO REMAIN NEW WALLS (E) EXISTING (N) NEW ORELOCATED 2 U w LL O U a a w ��U y�- (n 2 w O Z H Z E Z w aokinwwz al awz-O z� (nZ0Z(nU D Lu 0L w0 z=2ZW�0 O �y o U 0W � WZ�F�(nU ¢zaoaWz�cunra Q 0 wOUcnow Z(n W �0 Lu 2 U w LL O U a a w ��U W Z ¢6HVl��W � o cn CiaWa~v'OTz Lu z��Ozx�W00 w �VOwao�LL w0z O �aaWow oWw U 0 a 0 Z �70�0FwVa=— z LL M M z SHEET A-3 rvl Vl oo Lu 0L O O 0 U rn 0U Q 0 Lu z0 N I—I � o cn o w CO Ln �D � 0 N U 11"1 M M z SHEET A-3 oo \ O T.j oc)z U N o O� �w � O LL J o0-, M M z Q C) U 00 O N 0 L O r-1 06J Z O Z Q 0�W O > d wQU C) J '—' Zo U Q0 O SHEET A-3 PROPOSED MAIN FLOOR PLAN 1/4" = 1'-0" GENERAL NOTES ❑I EGRESS ALL BEDROOMS TO HAVE WINDOWS MEETING EGRESS REQUIREMENTS PER SEC. 310 & 311 CRC 2016 - MIN. NET CLEAR OPENABLE AREA 5.7 S.F. - MIN. NET CLEAR OPENABLE WIDTH = 20" - MIN. NET CLEAR OPENABLE HEIGHT = 24" ElGARAGE GARAGE SHALL BE SEPARATED FROM THE DWELLING COMMON UNIT AND ITS ATTIC AREA BY MEANS OF MIN. Y" WALL GYPSUM BOARD (5/8" MIN. @ ATTIC) APPLIED TO THE GARAGE SIDE PER CRC SEC. R302.5&6. DOOR OPENINGS BETWEEN A PRIVATE GARAGE AND DWELLING UNIT SHALL BE EQUIPPED WITH EITHER SOLID WOOD DOORS OR SOLID / HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1%" THICK & SHALL BE SELF-CLOSING & SELF -LATCHING Fill]STAIRWAYS DESIGN SHALL CONFORM TO SEC. R311.7 CRC 2016. USEABLE SPACE UNDER STAIR TO BE 1 HR. RATED CONSTRUCTION. 6'-8" MIN. HEADROOM CLEARANCE FROM TREAD NOSING TO SOFFIT ABOVE. STYLE AND FINISH PER OWNER SPECIFICATIONS. IV GUARDRAILS DESIGN SHALL CONFORM TO SEC. R312.2 CRC 2016 WALLS CEILING GUARDRAIL IS REQUIRED ON THE OPEN SIDE OF THE cL Z 2 W° 2 Z W w 0 STAIR LANDINGS AT 42" HIGH, WITH INTERMEDIATE w�wz¢�_Oo�a �y o U RAILS AT 34"-38" HIGH FV STAIR & DESIGN SHALL CONFORM TO SEC. R311.7.7 & R311.8.3 Q HANDRAILS CRC 2016. STYLE AND FINISH PER OWNER W 2UW�LLOUadi1 �o �1U SPECIFICATIONS VI FIREPLACE DESIGN SHALL CONFORM TO CH. 10 CRC 2016, WITH cn C7aWa~v,OTz Lu NON-COMBUSTIBLE FACE & HEARTH. SEE SEC. R1001.9 0z��OzX�W00 U O w H¢ V CRC 2016 FOR FURTHER INFORMATION REGARDING 0 �Z dW=U 0FU 0 W THE HEARTH. SEE INTERIOR ELEVATIONS FOR D SPECIFICATIONS VII TEMPERED PROVIDE TEMPERED SAFETY GLASS AT HAZARDOUS GLASS LOCATIONS PER SEC. R308.4 CRC 2016 VIII FIRE PROVIDE FIRE BLOCKING IN ALL AREAS AS BLOCKS DESCRIBED, OUTLINED & DEFINED IN SEC. R302.11, R302.8 & R1001.12 CRC 2016 ElWATER PROVIDE 24" MIN. CLEARANCE IN FRONT OF WATER CLOSETS CLOSET BOWL AND 30" MIN. CLEAR WIDTH FOR WATER CLOSET SPACE (SEC. 407.6 2016 CPC) Xl SHOWERS ALL SHOWERS SHALL CONFORM TO SECTION R307 2016 CRC XI WATER ALL (N) PLUMBING FIXTURES (AS OUTLINED IN SEC. CONSERVING 402, 2016 CPC) SHALL CONFORM TO SEC. 402, 2016 FIXTURES CPC ROOM FINISH SCHEDULE SEE ARCHITECTURAL SPECIFICATIONS SHEET FOR ABBREVIATIONS ROOM NAME FLOOR BASEBOARD WALLS CEILING RE- MARKS cL Z 2 W° 2 Z W w 0 O w�wz¢�_Oo�a �y o U W (nU WZ�F� LEGEND O WINDOW. SEE "WINDOW SCHEDULE" ON SHEET (A-) FOR FURTHER SPECIFICATIONS ® DOOR. SEE "DOOR SCHEDULE" ON SHEET (A - ) FOR FURTHER SPECIFICATIONS EXISTING WALLS TO REMAIN NEW WALLS (E) EXISTING (N) NEW <9>RELOCATED JJJJ JJJJ JJJJ JJJJ SHEET A- 4 (n2w0 Z H Z E Z W aokinwwz al o awz-O z� (nZ0Z(nU cL Z 2 W° 2 Z W w 0 O w�wz¢�_Oo�a �y o U W (nU WZ�F� 00 W ¢?aoaWz�0 Q WOUcnOW Z(n W 0 W 2UW�LLOUadi1 �o �1U W r Q�ao�a�m�W Q � � cn C7aWa~v,OTz Lu w 0z��OzX�W00 U O w H¢ V aWWwO U0 0 �Z dW=U 0FU 0 W U D a°a?oiL0— JJJJ JJJJ JJJJ JJJJ SHEET A- 4 U o > cL 0 O 0 U rn 00 0U Q W z0 N I—I Q � � cn 0 w CO V �� �o?00 0 T___, U D O JJJJ JJJJ JJJJ JJJJ SHEET A- 4 o > L 00 z U I'- N Q mU)za) 0 �� �o?00 W w M z D O Q U Or 0 L Z > -1N l �/ �( ` J � D Z J Q Z z >° w U Va J '—' 00 U kD O 2 JJJJ JJJJ JJJJ JJJJ SHEET A- 4 ROOF PLAN 1/4" = 1'-0" GENERAL NOTES ElROOF JACKS WHENEVER POSSIBLE, LOCATE ROOF JACKS WHERE THEYARE NOT VISIBLE ElVALLEY 24 GA. G.I. "L" FLASHING @ ALL VALLEYS FLASHING EII CRICKET 24 GA. G. I. OVER 32" D.F. CDX PLYWOOD (OR BETTER) - FLASHING G4" MIN. SLOPE IV ATTIC PROVIDE ATTIC VENTILATION AS OUTLINED IN SEC. VENTILATION R806.2, 2016 CRC > FIREPLACE DESIGN AND CONSTRUCTION TO FOLLOW & CHIMNEY PARAMETERS AS OUTLINED IN CHAPTER 10 OF THE m 2016 CRC ROOF PLAN NOTES ROOFING GUTTERS W 0 z W � Z (n2W0 � Z H ZLL' Z W a�inw<nz a� (nZ ' Z��oZ(nU z=W02ZW�0 W W¢ �} o �W 0 WZ�F00 (nU W =ap¢Wz0@ W O U 0- Z'n W S U 2UW"%R Zom- 0Zn- ZDKO �U LU r C7¢waHU�00U zmmoz"w00 U O W¢ H j L U �aaWow oww U ¢ Z (n p � 0 F W U a=— �<(ir n<k0 r ElDOWN SPOUTS 00 > ElSKYLIGHTS , ^ i --i m rr W LL 0 OU) N Q 0 U rn Q0m C)p U Q ~� � w oLM L]� Lu z 0 0 r� mQ00 N cn 0 w t O r-1 m Ln �D � O Z p NU r'1 0 am 00 W� m Sm w� z �~ >o QC) wC) OU 0 w� Q O 0 -i N �.O J JJJJ JJJJ JJJJ JJJJ SHEET A-5 00 > o Ln ,--I i --i m oc)z 0 N Q oa) Q0m O ~� � w oLM L]� M z 0 0 mQ00 N 0 Ld t O r-1 06J z> � O Z Q w O > d LI.JQ U 0 00 U Q0 0 0 am 00 W� m Sm w� z �~ >o QC) wC) OU 0 w� Q O 0 -i N �.O J JJJJ JJJJ JJJJ JJJJ SHEET A-5 IV TEMPERED PROVIDE TEMPERED SAFETY GLASS @ HAZARDOUS GLASS LOCATIONS PER SEC. R308.4 CRC 2016 EXTERIOR MATERIAL NOTES GENERAL NOTES 16 -4 -El DBL TOP PLATTEE U STUCCO REQUIREMENTS: 1) 3 -COAT & Z' MIN. THICK 2) HAS 2 WINDOWS DUAL GLAZED, ALUMINUM CLAD WOOD O LAYERS OF GRADE D BUILDING PAPER 3) 26 GA. U CASEMENT 13'-0" GALVANIZED WEEP SCREED AT FOUNDATION PLATE o, -o„ OIL MAIN FLOOR DBL TOP PLATE LINE AT LEAST 4" ABOVE GRADE OR 2" ABOVE 13'4" OIL z0 N CONCRETE OR PAVING (SEC. 2512.11, 2510.6 & DBL TOP PLATE STUCCO RETURN INTO RECESSED Ui 2512.1.2 CBC 2016 I I I I I I I I I I I I I II FLUE AS PER SECTION R1003.18 CRC 2016. 2'-0" ABOVE I I I I I I I I I I ❑3 CLEARANCE COMBUSTIBLE CONSTRUCTION @ 10'-0" AWAY �9'-0" III CHIMNEY AS PER CH. 10 CRC 2016 DBL TOP PLATE Y O BRACING 10 LOWER FLOOR IV SPARK PROVIDE AS PER SEC. R1003.4.1 CRC 2016 I I LEVEL I I I I I I I I I I El ARRESTOR N/A IV TEMPERED PROVIDE TEMPERED SAFETY GLASS @ HAZARDOUS GLASS LOCATIONS PER SEC. R308.4 CRC 2016 EXTERIOR MATERIAL NOTES L I I J L, j F T T T l i rJ L I Ir — — — — — IIF — — — —— IIF — — — —— IIF — — — — — �I J II III III III II I r L II II II II � J � II III III III II I L, II III III III II rJ L I II III III III II I J I III III III II r II III III III II Fi L I II III III III II I J I II III III III II r L II III III III II J � II III III III II L� I 11 I I I I I I I I I I I I I I r� r I ------------------------------------------- L-------------------------------------------J I I I L -------------------------------------------I I r------------------------------------------------------------------------------------------------I REAR ELEVATION 1/4" = 1'-0" ElVENEER THIN SET STONE APPLIED o/ STUCCO SCRATCH COAT 16'-0" OL U DBL TOP PLATE ❑8 WINDOWS DUAL GLAZED, ALUMINUM CLAD WOOD O 0 U CASEMENT 13'-0" ki o, -o„ OIL MAIN FLOOR DBL TOP PLATE ROOFING LIGHT WEIGHT SPANISH CONCRETE TILE z0 N ElWINDOW LEVEL STUCCO RETURN INTO RECESSED Ui o I I I I I I I I I I I I I ❑2 GUTTER HALF ROUND, BRONZED ANODIZED I I I I I I I I I I ❑3 DOWN ROUND, BRONZE ANODIZED I I I I I z SPOUTS Q U I I I -11'-2" OIL O m00 10 LOWER FLOOR "WASCO" SKYLIGHTS OR EQUILALENT O r-1 I I LEVEL I I I I I I I I I I El SIDING N/A I I I I I I I I I I I I I I ❑5 TRIM N/A I I FRONT ELEVATION I I I I 1'-0" d w_ U I I I I El STUCCO SAND FINISH L------------------------------------------------� -21'-4" � 00 Zo BASEMENT Q0 L I I J L, j F T T T l i rJ L I Ir — — — — — IIF — — — —— IIF — — — —— IIF — — — — — �I J II III III III II I r L II II II II � J � II III III III II I L, II III III III II rJ L I II III III III II I J I III III III II r II III III III II Fi L I II III III III II I J I II III III III II r L II III III III II J � II III III III II L� I 11 I I I I I I I I I I I I I I r� r I ------------------------------------------- L-------------------------------------------J I I I L -------------------------------------------I I r------------------------------------------------------------------------------------------------I REAR ELEVATION 1/4" = 1'-0" ElVENEER THIN SET STONE APPLIED o/ STUCCO SCRATCH COAT 16'-0" OL U DBL TOP PLATE ❑8 WINDOWS DUAL GLAZED, ALUMINUM CLAD WOOD O 0 U CASEMENT 13'-0" o� DBL TOP PLATE Lu z0 N ElWINDOW Q rr STUCCO RETURN INTO RECESSED Ui o TRIM WINDOWS @ FRONT. MFG STUCCO Ln �D 0 SCREED @ SIDES & REAR 9'-0" OL r'1 M z DBL TOP PLATE Q U O m00 10 SKYLIGHTS "WASCO" SKYLIGHTS OR EQUILALENT O r-1 06J (ICC # ESR -3526) W 0 z W � Z (n2W0 � Z H ZLL, Z W a�inw<nz a� awz—O z� (nZ ' Z(nU W02Z w'02, Z¢�Ooa �} o �W O WZ�F�(nU 'OL ¢? RIGHT ELEVATION 1/4" = 1'-0" I I I I I I I I I I I I I I I I I I I I I I L ------------------------------------------------------------- i r– r_ � I r– J I I r–� r J I r–� r J I r_� r–J I r_� I I r_� r_J I r–J _______________ J -21'-4" i BASEMENT FLOOR LEVEL L-� I L � I L_, I L � I L_� I L_� I L_� L– L_ -21'-4" -]L BASEMENT FLOOR LEVEL L I � I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I LEFT ELEVATION 1/4" = 1'-0" BL TE GENERAL NOTES ElSTUCCO REQUIREMENTS: 1) 3 -COAT & Z' MIN. THICK 2) HAS 2 LAYERS OF GRADE D BUILDING PAPER 3) 26 GA. GALVANIZED WEEP SCREED AT FOUNDATION PLATE Lu LL LINE AT LEAST 4" ABOVE GRADE OR 2" ABOVE O CONCRETE OR PAVING (SEC. 2512.11, 2510.6 & U 2512.1.2 CBC 2016 II FLUE AS PER SECTION R1003.18 CRC 2016. 2'-0" ABOVE CLEARANCE COMBUSTIBLE CONSTRUCTION @ 10'-0" AWAY III CHIMNEY AS PER CH. 10 CRC 2016 BRACING IV SPARK PROVIDE AS PER SEC. R1003.4.1 CRC 2016 ARRESTOR IV TEMPERED PROVIDE TEMPERED SAFETY GLASS @ HAZARDOUS GLASS LOCATIONS PER SEC. R308.4 CRC 2016 EXTERIOR MATERIAL NOTES ❑1 ROOFING LIGHT WEIGHT SPANISH CONCRETE TILE ❑2 GUTTER HALF ROUND, BRONZED ANODIZED ❑3 DOWN ROUND, BRONZE ANODIZED SPOUTS ElSIDING N/A ❑5 TRIM N/A ElSTUCCO SAND FINISH ElVENEER THIN SET STONE APPLIED o/ STUCCO SCRATCH COAT ❑8 WINDOWS DUAL GLAZED, ALUMINUM CLAD WOOD CASEMENT ElWINDOW STUCCO RETURN INTO RECESSED TRIM WINDOWS @ FRONT. MFG STUCCO SCREED @ SIDES & REAR 10 SKYLIGHTS "WASCO" SKYLIGHTS OR EQUILALENT (ICC # ESR -3526) W 0 z W � Z (n2W0 � Z H ZLL, Z W a�inw<nz a� awz—O z� (nZ ' Z(nU W02Z w'02, Z¢�Ooa �} o �W O WZ�F�(nU 'OL ¢?aoaWz3cn@U ozp�O�cn�da WOU��Z(n W Z) C-) 2UW�LLOU' adiy qg � H�o r C7awa~U000 LLj U zLu X1woo W a U O O H j LL U �aaWow oww U ¢0 U3 C/)oZ O U W � = U M Z)— LL �oFw a O 11 CHIMNEY N/A r^ 00 V 1 00_ W� O m W� z LU >O l ) Qm Lum OU W Q LEGEND O WINDOW. SEE "WINDOW SCHEDULE" ON SHEET ) FOR FURTHER SPECIFICATIONS ® DOOR. SEE "DOOR SCHEDULE" ON SHEET ( ) FOR FURTHER SPECIFICATIONS JJJJ JJJJ JJJJ JJJJ SHEET A-7 rvl Vl Lu LL O O 0 U 0') C)pUQ cy) Lu z0 N I—I Q rr 0� Ui o w coLn lD 0 NU w oLM rl M z O 11 CHIMNEY N/A r^ 00 V 1 00_ W� O m W� z LU >O l ) Qm Lum OU W Q LEGEND O WINDOW. SEE "WINDOW SCHEDULE" ON SHEET ) FOR FURTHER SPECIFICATIONS ® DOOR. SEE "DOOR SCHEDULE" ON SHEET ( ) FOR FURTHER SPECIFICATIONS JJJJ JJJJ JJJJ JJJJ SHEET A-7 00 \ O Ln .r..j F--1 Z cy) C) N Q 0� Q0O� O ~� � w oLM LI� M z :DQ C) 00 O m N 0 L O r-1 06J z> O Z Q 2 W O j d LI.JQ U C) J ~ 00 00 U Q0 O O 11 CHIMNEY N/A r^ 00 V 1 00_ W� O m W� z LU >O l ) Qm Lum OU W Q LEGEND O WINDOW. SEE "WINDOW SCHEDULE" ON SHEET ) FOR FURTHER SPECIFICATIONS ® DOOR. SEE "DOOR SCHEDULE" ON SHEET ( ) FOR FURTHER SPECIFICATIONS JJJJ JJJJ JJJJ JJJJ SHEET A-7 LOWER FL LEVEL 1/4" = 1'-0" 1/4" = 1'-0" SECTION NOTES ❑1 ROOF ROOF MATERIAL (SEE ROOF PLAN FOR TYPE) O/ 30# UNDERLAYMENT O/ SHEATHING (SEE SHEATHING SCHEDULE FOR TYPE) O/ RAFTERS (SEE ROOF PLAN AND/OR ROOF FRAMING SCHEDULE FOR TYPE/SIZE & SPACING), TYPICAL U.O.N. ❑2 CEILING @ CEILING JOISTS (SEE FRAMING PLAN AND/OR ATTIC FLOOR/CEILING FRAMING SCHEDULE FOR TYPE/SIZE & SPACING) w/-1" SHETROCK, TYPICAL U.O.N. ❑3 EXTERIOR EXTERIOR FINISH (SEE EXTERIOR ELEVATIONS FOR WALL TYPE) O/ 2 LAYERS CLASS "D" BUILDING PAPER O/ SHEATHING (SEE SHEATHING SCHEDULE FOR TYPE) O/ 2x4 STUDS @ 16"o.c. (2x6 STUDS @ MAIN PLUMBING WALLS) W/ DOUBLE 2x4 TOP PLATE & 2x4 SOLE PLATE W/2" SHEET ROCK @ INSIDE FACE, TYPICAL U.O.N. ❑4 INTERIOR 2x4 STUDS @ 16"o.c. (2x6 STUDS @ MAIN PLUMBING WALL WALLS) W/ DOUBLE 2x4 TOP PLATE & 2x4 SOLE PLATE W/2" SHEET ROCK BOTH SIDES, TYPICAL U.O.N. ❑5 FLOOR FLOOR SHEATHING (SEE SHEATHING SCHEDULE FOR TYPE) O/ FLOOR JOISTS (SEE FRAMING PLAN AND/OR FLOOR/CEILING FRAMING SCHEDULE FOR TYPE/SIZE & SPACING), TYPICAL U.O.N. 6❑ FLOOR w/ FLOOR SHEATHING (SEE SHEATHING SCHEDULE FOR CEILING TYPE) O/ FLOOR JOISTS (SEE FRAMING PLAN AND/OR FLOOR/CEILING FRAMING SCHEDULE FOR TYPE/SIZE & SPACING) W/ 2" SHEET ROCK, TYPICAL U.O.N y�- (n 2 w O Z H Z E Z w mokwwwz al ¢wz-0 z� (nZ0Z(nU z=w02ZW�0 w�wz¢�_0o�¢ �y o W (nU WZ�F� w ¢?ao¢Wz�cn@U frq w0Ucncw Z(n zow W �0 2 U w LL O U a d w �o �1U w Z F -W '°Ooz C7aWa~vIT z��OzX�w00 crUOw¢o�w0U O �aaWow oww U 0 ¢ Z �o�oFwva�— z �a°a3?oao3 Lu I—I v 1 O rl 01—\ 00 r-1 00 rl N O z m O r1 rr O O m z Q rr O Ln N H LL N O Lnm U O z W U W W W 0 0 z J_ Q O m Q U - Q0 Ocy) Z rn � M W �00 U O0 W > Q�� 0 z W W z > O Qa 0 00 Q0 O -s" ATE 3E) O r^ m V 1 00_ W� m O m W� Z LU >O l ) Qm Lum OU W coQ ow JJJJ JJJJ JJJJ JJJJ SHEET A-8 13'-0" DBL TOP PLATE 9'-0" DBL TOP PLATE 0'-0" MAIN FLO( LEVEL LOWER FL LEVEL t - 21'-4" LOWER FL LEVEL 13'-0" DBL TOP PLATE 9'-0" DBL TOP PLATE SECTION NOTES ❑1 ROOF ROOF MATERIAL (SEE ROOF PLAN FOR TYPE) O/ 30# UNDERLAYMENT O/ SHEATHING (SEE SHEATHING SCHEDULE FOR TYPE) O/ RAFTERS (SEE ROOF PLAN AND/OR ROOF FRAMING SCHEDULE FOR TYPE/SIZE & SPACING), TYPICAL U.O.N. ElCEILING @ CEILING JOISTS (SEE FRAMING PLAN AND/OR ATTIC FLOOR/CEILING FRAMING SCHEDULE FOR TYPE/SIZE & SPACING) w/-1" SHETROCK, TYPICAL U.O.N. ❑3 EXTERIOR EXTERIOR FINISH (SEE EXTERIOR ELEVATIONS FOR WALL TYPE) O/ 2 LAYERS CLASS "D" BUILDING PAPER O/ SHEATHING (SEE SHEATHING SCHEDULE FOR TYPE) O/ 2x4 STUDS @ 16"o.c. (2x6 STUDS @ MAIN PLUMBING WALLS) W/ DOUBLE 2x4 TOP PLATE & 2x4 SOLE PLATE W/2" SHEET ROCK @ INSIDE FACE, TYPICAL U.O.N. ❑4 INTERIOR 2x4 STUDS @ 16"o.c. (2x6 STUDS @ MAIN PLUMBING WALL WALLS) W/ DOUBLE 2x4 TOP PLATE & 2x4 SOLE PLATE W/2" SHEET ROCK BOTH SIDES, TYPICAL U.O.N. ❑5 FLOOR FLOOR SHEATHING (SEE SHEATHING SCHEDULE FOR TYPE) O/ FLOOR JOISTS (SEE FRAMING PLAN AND/OR FLOOR/CEILING FRAMING SCHEDULE FOR TYPE/SIZE & SPACING), TYPICAL U.O.N. 6❑ FLOOR w/ FLOOR SHEATHING (SEE SHEATHING SCHEDULE FOR CEILING TYPE) O/ FLOOR JOISTS (SEE FRAMING PLAN AND/OR FLOOR/CEILING FRAMING SCHEDULE FOR TYPE/SIZE & SPACING) W/ 2" SHEET ROCK, TYPICAL U.O.N y�- (n 2 w O Z H Z E Z w mokwwwz al ¢wz-0 z� (nZ0Z(nU z=w02ZW�0 w�wz¢�_0o�¢ �y o W (nU WZ�F� w ¢?ao¢Wz�cn@U frq w0Ucncw Z(n zow W �0 2 U w LL O U a d w �o �1U w Z F -W '°Ooz CiaWa~vIT z��OzX�w00 crUOw¢o�w0U O �aaWow oww U 0 ¢ Z vaacr— �o�oFw z LL rLn V 1 Lu LL Q 01–\ 00 r-1 00 rl N O z m O r1 rr O O m z Q rr O Ln N H LL N O Lnm U O z W U W W W 0 0 Z J_ Q O m Q U - Q0 Om Z_ m H � M W �00 U O0 W > Q�� 0 Z W W Z > O Qa 0 00 Q0 O O m 00 Y MAIN FLOOR r T LEVEL �1 _ O Ln W� Z LU >O l ) BEDROOM #3 BATH BEDROOM #2 GAME ROOM W.I.C. MSTR BATH r �1 `/v/ Lu W m zU J I. Q O (n N LOWER FLOOR irl�p LEVEL t - 21'-4" LOWER FLOOR LEVEL CROSS SECTION D - D 1/4" = 1'-0" JJJJ JJJJ JJJJ JJJJ SHEET A-9 CROSS SECTION E - E 1/4" = 1'-0" SECTION NOTES ❑1 ROOF ROOF MATERIAL (SEE ROOF PLAN FOR TYPE) O/ 30# UNDERLAYMENT O/ SHEATHING (SEE SHEATHING SCHEDULE FOR TYPE) O/ RAFTERS (SEE ROOF PLAN AND/OR ROOF FRAMING SCHEDULE FOR TYPE/SIZE & SPACING), TYPICAL U.O.N. ❑2 CEILING @ CEILING JOISTS (SEE FRAMING PLAN AND/OR ATTIC FLOOR/CEILING FRAMING SCHEDULE FOR TYPE/SIZE & SPACING) w/-1" SHETROCK, TYPICAL U.O.N. ❑3 EXTERIOR EXTERIOR FINISH (SEE EXTERIOR ELEVATIONS FOR WALL TYPE) O/ 2 LAYERS CLASS "D" BUILDING PAPER O/ SHEATHING (SEE SHEATHING SCHEDULE FOR TYPE) O/ 2x4 STUDS @ 16"o.c. (2x6 STUDS @ MAIN PLUMBING WALLS) W/ DOUBLE 2x4 TOP PLATE & 2x4 SOLE PLATE W/2" SHEET ROCK @ INSIDE FACE, TYPICAL U.O.N. ❑4 INTERIOR 2x4 STUDS @ 16"o.c. (2x6 STUDS @ MAIN PLUMBING WALL WALLS) W/ DOUBLE 2x4 TOP PLATE & 2x4 SOLE PLATE W/2" SHEET ROCK BOTH SIDES, TYPICAL U.O.N. ❑5 FLOOR FLOOR SHEATHING (SEE SHEATHING SCHEDULE FOR TYPE) O/ FLOOR JOISTS (SEE FRAMING PLAN AND/OR FLOOR/CEILING FRAMING SCHEDULE FOR TYPE/SIZE & SPACING), TYPICAL U.O.N. 6❑ FLOOR w/ FLOOR SHEATHING (SEE SHEATHING SCHEDULE FOR CEILING TYPE) O/ FLOOR JOISTS (SEE FRAMING PLAN AND/OR FLOOR/CEILING FRAMING SCHEDULE FOR TYPE/SIZE & SPACING) W/ 2" SHEET ROCK, TYPICAL U.O.N y�- (n 2 w O Z H Z E Z w mokwwwz al ¢wz—O z� (nZ0Z(nU Z 2 w° 2 Z W w 0 w�wz¢�_0o�¢ �y o �W O WZ�F�(nU w ¢w¢Wz�cn@U io frq w0Ucncw Z(n zow W �0 2 U w LL O U a d w �o �1U w Z F -W 0°Ooz C7aWa~vIT z��OzX�w00 crUOw¢o�w0U O �aaWow oww U 0 ¢ Z �o�oFwva�— z �a°a3?oao3 n 00 ,--I 00 rl N O z m O r1 rr O O m z Q rr O Ln N z Q m H LL N O Lnm U O z W U W W W 0 0 z J_ Q 0 m Q U - Q0 Ocy) Z rn � M W �00 U O0 W > Q�� 0 z W w z � O Qa 0 00 Q0 0 0 am 00 W� m Sm w� z �~ >o QC) wC) OU w� Q r l ow v N �.O J JJJJ JJJJ JJJJ JJJJ SHEET A- 10 PRE & POST DEVELOPMENT PERVIOUS/IMPERVIOUS AREAS: AREA TYPE EXISTING PROPOSED LOT AREA 39,192 39,192 SF 69 (ROUND UP) HOUSE 0 3,478 EX. CONCRETE SLAB 2,869 - PATIO 0 419 DRIVEWAY 0 6,087 TOTAL IMPERVIIJUS AREA 2,869 9,984 NET IMPERVIOS AREA INCREASED +7,115 PERVIOUS ARE 36,323 29,208 TOTAL PERVIO S AREA 36,323 29,208 EARTHWORK QUANTITIES: VOLUME (CUBIC YARD) FILL 60 COMPACTION RATE: 15% 60 x 0.15 = 9 TOTAL FILL 69 (ROUND UP) CUT i 1,550 TOTAL EART�;V�IORK _ 1 , (EXPORT) ( ) 7 N ♦ 9 9 9Y 4 3 ° TP 77. TC I77. CONTRACTOR SHALL ESTIMAT E i'HEIR EARTHWORK t QUANTITIES WHEN BIDDING ON THIS FlR,_gJE�)-. W / * TOTAL HOUSI AREA INCLUDES ROOF OVERHANG AREA 0 Q) GRAPHIC SCALE ♦ / �' 65 KN ����� \ 2 10 0 5 10 20 % Yl ( IN FEET) S EWAY- gROFILE I / -ON SHEET C3 O i 10/ O i TC .28 1` LI�r1 I T 95.1 TC , X OF I /f 86.E TP _99.5 - / TP 99.50 RIVEWAY APPROACH;, - E ISOMETRIC W FOR DETAIL; w < S 3 10d MIT �i � FZ� � �� LIMIT �v �- 96.08 Tw 10 TC 99.90 I F FILL ��1 �k5 �� 9 43 8w \ FL 99.40 I 2 �� - --- - '( - - - 95--- 1+0(l 5 1+O(l - - - CON IT G A L_ JT I RN 98 _ )6,12 8882 ,9 TC 100.00 P 100.10 10 14 - FL 100.00 / -� - '., 9 CRN 101 DRY UTILITY SERVICE oc�c / NOTE: + CONNECTION (APPROXIMATE J I / CONTRACTOR SHALL VERIFY THE EXISTING CONDITION OF LOCATION TO BE FIELD THE STORM LATERAL AND INLETS OFF OF UPLAND WAY. \ 9,53 V / CONTACT PUBLIC WORKS INSPECTOR PRIOR TO CONNECTION. RN 1019 TC GRADING NOTES 101 1'53 FL I I 48 LIP MENT [F192 439] 1 MATCH EXISTING ELEVATION. 97. O2 DOWNSPOUT WITH CONCRETE SPLASH PAD PER DETAIL ORN O3 NEW STORM DRAIN CLEANOUT GENERAL NOTES: \� _ O EX. CLEANOUT AND LATERALS TO BE REMOVED 1. IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION IT SHALL BE THE O RETAINING WALL/BASEMENT SUBDRAIN POINT OF DISCHARGE CONTRACTOR'S RESPONSIBILITY TO UPQ1R OR REPLAC� THE EXISTING STRUCTURE AS NECESSARYO SUNKEN PATIO DRAIN POINT OF DISCHARGE Iy� TO RETURT.Q-E�� ' II FSTtN(TIONS OR BE ER. 2. CONTRACTOR SHALL PROTECT ALL PROPERTY CORNERS. I O7 SANITARY SEWER POINT OF ENTRY \ �11Do nn� 3. CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE VERNI G CODES AND BE CONSTRUCTED TO SAME. O WATER SERVICE POINT OF CONNECTION AT EXISTING' WATER METER 4. CONTR�TQR.-SWA-LL�DJ= AND/OR CUT EXISTING PA MENT AS NECESSARY TO ASSURE A SMOOTH O DOMESTIC WATER POINT OF ENTRY ����� o FIT AND CONTINUOUS GRADE. 00� \ 10 BEGIN/END 6" CURB 5. CONTRACTOR SHALL ASSURE POSITIVE DRAINAGE AWAY FROM( BUILDING FOR ALL NATURAL AND PAVED AREAS. G BEGIN/END SITE RETAINING WALL 6. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING 12 ELECTRICAL METER UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES, AND O WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS 13 GAS METER BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL 14 TAPER CURB FROM 0" TO 6" IN 2 FEET BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. 15 CONNECT TO EXISTING CURB, CONTINUE NEW CURB TO NEW DRIVEWAY 7. THE CONTRACTOR SHALL ADHERE TO ALL TERMS & CONDITIONS AS OUTLINED IN GENERAL N.P.D.E.S. PROPOSED LEGEND PERMIT FOR STORMWATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITIES. co TC 72.25 10 TP 71.75 CONNECT NEW SANITARY SEWER LATERAL AT EX. SEWER MAIN U AT RAINBOW DRIVE. / 3 DRAIN INL T 10 3 0 TG 69.85 X I 3+ IE 68.24 5 10, sSE / ,'V- 72 73 / ,of D SIN INL K 01- F ° 6.9 a 7400 z� ,6 6 o G 0 3W TP o 5 CURB - .44 6 6, TC 78.87 / � ) TP 78.37 11 TW 77.5 70� IMI 5�\ `SO B B N T 77.78 D I TC 80.00 10 g 11 G 77.28 � � Ai G 6,9.3 8 G TP 79.50 BW 77.28 0�� 1 I 68. / Z AlN B0 TP 79.33 4 N) 6 � � ' o IE (IN) 67.2 11 W 78.50 IE (OUT) 65.6b > O FG 78.00 BW 74.50 O h / w 0 ( Lo Lo ST PS TO UPPE Q s DECK PATI I FF 70.50 � ��, pA z_ � 1 P 70.00 ti FG 69.35 DK 81.7 I FG 69.50�\ <N O TP 79.2 I DK 81.73 L U)0 s 7.5"/RISER i TP 78.60 10 %� §z s�� 0 Z 9 _ Z to FF 70.50 A _ X01 k�4 2 TP 79.2 1 7.5"/RISER I 2x I FG69.85 69 35 �` 28T W Q -----� ►� I I I IE 54.40 xE� (6 0 5.2 P 81.1 I FF 81.73 I 2z 1 S ` IE (3 ") 64.00 Q LU TP 79.70 6P 79,E P 81.23 I �� C / - z L / 0 S.B BS. GI I o Q U 7 I �9 �/ � K P 69.94 N TW 80.30 I I /FG 69.44 rn BW/TP 79.0 I 1 �� V N 2 ----� 71.79 BL I 1 C 79. 0 FF 70.50 I 2z P 6 9.82 FG 69.39.3 2 rn (;) \ 2 2 HOUSE P 70.00 i X DET TI6N S 0 AG PIP GAR GE FF 81.73 (UPPER) _ S I 3 4 L F 36 5 0i5 TW FF 70.50 (LOWER) LA OLU E OVI E FG FF 81 73 FF 60.40 (BASEMENT) q TIr I 4 283 FG 80. 9✓ 80. BW 74.80 6.5" ISE 3 FF 70.50 SP 70.00 i 8 G 80\ .1 -- -� OUT AL T U T RAE o SRN 24 TG $.5 c� TW 8 .70 P 69.82 00 G 80.1 OV RFL W' IE 68. 0 FG 8!3.20 �' 3 FG 69.32 o OR FI E ' E 6 . 0 w BW 79.20 l I SUNKEN PATIO 6 /'�-_� 1 CRAWL FG 59.90 m M T 83.8 81 ,^1 w I I i P 7 51 SPACE DRAIN INLET II �sz � OU 4 F 83.30 I I G 7 0 FG 68.01 TG 59.90 IE 56.90 FF 70.50 �' ui Y rn B 79 30 I I I P 70.00 II 6, U OJ Q 9�. \ I 1 II OP 6.7 �wwU 6 W c L Lu Luo D. 4 FF 70.50 FF 70.50 ` 3 S B° W iz Q I FG 70.00 FG 70.00 T cn g G _ Z w 5. ` + FG 84. D' FF 70.50 FF 70.50 >K B B L P D N Orn DIS PI FG 70.00 FG 69.40 A 0 U 7 !70 � � S 0p G 5 0 g9 74 TAI CA E T GR + PP D CK PAT 0 ^C,b 4 SD PIP ROOF DRAINS o 0, ° I LIMIT 11 TW 79,50 �� N OF CUT 3 BVy/F 7 .00 + 9 5 U LE UP DRAIN TG 72.00 B BK U D A1111 79 81 GR IE 71.17 4 O E G DI SP1AT TG 5 .00 (^� E 6• SCALE - - + '� / `�J D� 8. UTILITY VAULTS, TRANSFORMERS, UTILITY CABINETS, CONCRETE BASES, OR OTHER STRUCTURES CANNOT PROPERTY LINE ABBREVIATIONS: BS = BOTTOM OF STEP GB = GRADE BREAK VERTICAL: 1"= AS SHOWN BE PLACED OVER WATER MAINS/SERVICES. MAINTAIN 1 HORIZONTAL CLEAR SEPARATION FROM THE E�,� FLOW DIRECTION BW = BACK OF SIDEWALK IE = INVERT ELEVATION ""� - � � �^� � "- HORIZONTAL: 1"= AS SHOWN VAULTS, CABINETS & CONCRETE BASSES TO EXISTING UTILITIES AS FOUND IN THE FIELD. IF THERE IS + �l CONFLICT WITH EXISTING UTILITIES, CABINETS, VAULTS & BASES SHALL BE RELOCATED FROM THE PLAN ----------- GRADE BREAK C = CONCRETE LF = LINEAL FEET 9 / LOCATION AS NEEDED TO MEET FIELD CONDITIONS. TREES MAY NOT BE PLANTED WITHIN 10' OF DK = DECK P = PORCH OR PATIO -- \^D� DATE: 11/20/2018 EXISTING WATER MAINS/SERVICES OR METERS. MAINTAIN 10' BETWEEN TREES AND WATER SERVICES, FLOW LINE DW = DRIVEWAY R.O.W. = RIGHT OF WAY MAINS &METERS. EG = EXISTING ® STORM DRAIN INLET EX = EXISTING GRADE SD = STORM DRAIN 72.86 G N � 7� 3 � � �� � DESIGNED: HCL 9. UTILITY INSTALLATION IF ANY SHALL BE IN ACCORDANCE WITH CITY OF CUPERTINO STANDARDS zm STORM DRAIN PIPE FF = FINISH FLOOR ELEVATION TC = TOP OF CURB + �Q �s DRAWN: HCL FG = FINISH GRADE ELEVATION TG = TOP OF GRATE 9 10. CONTRACTOR SHALL REFER TO ARCH. PLANS FOR EXACT LOCATIONS OF UTILITIES SERVICES TO NEW 4" PERFORATED PIPE � n S REVIEWED: HCL BUILDING. COORDINATE WITH LOCAL UTILITIES COMPANIES FOR SERVICE CONNECTIONS. - - - - - - - - - - - FL = FLOWLINE TS = TOP OF STEP ELEVATION + � �O � 11. A GRADING/HAULING PERMIT MUST BE OBTAINED FROM THE PUBLIC WORKS DEPARTMENT PRIOR TO THE • STORM DRAIN CLEANOUT G = GARAGE TYP = TYPICAL JOB NO.: 18201055 START OF CONSTRUCTION 100 CONTOUR LINE 4 SHEET 12. ALL STORM DRAIN PIPE MATERIAL TO BE PVC SCHEDULE 40. JT JOINT TRENCT (DRY UTILITIES) 6 G 13. CONTRACTOR TO CONFIRM THE GRADE AT THE FRONT ENTRANCE WITH PROJECT ARCHITECT PRIOR THE _ _ LIMIT OF CUT CONSTRUCTION. � � 1 OF 3 SHEET GRAPHIC SCALE 10 0 5 10 20 \ ( IN FEET ) \ 1 inch = 10 ft. � \E0 ., O� \ 0. \ 9' \ \ E \ \ PAV, E \ \ D VE \ SL \ .g R \ \ J \ A J \ 5 6 R �� ❑ \ CGNNE T T E INLET \ \ T�3.52 \ \ 6" I 31.P4 E X 1 31,.6 4 \ S \ 6 3 .5 1 IN \ / o CT)07) I E / M E <C � I 13-43C SDC i 12,95 IM B � . g0 rC � ° 13.18 LI SDCg 46 F a� 1554 LIP �0.9 �° FRAME AND SOLID COVER ASSEMBLY LOOSE FRAME PAVING NOTCH 3" (TRAFFIC) 1 —1 /2" (PEDESTRIAN) 31" ROUND THIN WALL KNOCKOUTS. SLEDGE OUT AS REQUIRED. (TYP. 2 PLACES) Y UP TO 6'-0" INSIDE DEPTH * BOX ONLY A INSIDE HEIGHT OF BOX B OUTSIDE HEIGHT OF BOX C OPTIONAL EXTENSION HEIGHT w _j > F-: Y Q U Z_ Z m :2 NATIVE BACKFILL ­` COMPACTED TO w o 90% MINIMUM. or_ a > W C� J O za obi w BEDDING MATERIAL o a ON-SITE SOIL © 90% \ M a COMPACTION OR IMPORTED NON EXPANSIVE IMPORTED SAND ® 95% COMPACTION VAR. MIN. 4" W 6" PIPE O.D. 6" NOTE: BEDDING & STRUCTURAL MATERIALS PER GEOTECH RECOMMENDATIONS UNPAVED TRENCH DETAIL N.T.S. STORM DRAIN VOLUME CALCULATION: TIME OF CONCENTRATION = 5 MIN INTENSITY = 10 YEAR = 2.72 IN/HR IMPERVIOUS AREA INCREASED = 7,115 SF = 0.163 ACRE PRE—CONDITION Q=CIA C=0.35 Q=0.30 X 2.72 X 0.163 Q=0.133 CFS POST—CONDITION Q=CIA Q=0.95 X 2.72 X 0.163 Q=0.421 CFS VOLUME REQUIRED: V=1.5(Q POST — Q PRE) X 10 MIN Q=1.5(0.421 — 0.133) X 600 Q=259.20 CF VOLUME PROVIDED: V=40 LF X 36"0 STORAGE PIPE V=283 CF c� Li O LL_ z Q J a_ 18"x31" THIN z WALL KNOCKOUTS. o SLEDGE OUT AS REQUIRED. (TYP. 2 PLACES) w Cn EXTENSION DROP INLET MODEL NO. A B * WEIGHT D1243636 36" 42" 3028 LBS. D1243648 48" 54" 3889 LBS. D1243660 60" 66" 5611 LBS. D1243672 72" 78" 6472 LBS. * BOX ONLY A INSIDE HEIGHT OF BOX B OUTSIDE HEIGHT OF BOX C OPTIONAL EXTENSION HEIGHT w _j > F-: Y Q U Z_ Z m :2 NATIVE BACKFILL ­` COMPACTED TO w o 90% MINIMUM. or_ a > W C� J O za obi w BEDDING MATERIAL o a ON-SITE SOIL © 90% \ M a COMPACTION OR IMPORTED NON EXPANSIVE IMPORTED SAND ® 95% COMPACTION VAR. MIN. 4" W 6" PIPE O.D. 6" NOTE: BEDDING & STRUCTURAL MATERIALS PER GEOTECH RECOMMENDATIONS UNPAVED TRENCH DETAIL N.T.S. STORM DRAIN VOLUME CALCULATION: TIME OF CONCENTRATION = 5 MIN INTENSITY = 10 YEAR = 2.72 IN/HR IMPERVIOUS AREA INCREASED = 7,115 SF = 0.163 ACRE PRE—CONDITION Q=CIA C=0.35 Q=0.30 X 2.72 X 0.163 Q=0.133 CFS POST—CONDITION Q=CIA Q=0.95 X 2.72 X 0.163 Q=0.421 CFS VOLUME REQUIRED: V=1.5(Q POST — Q PRE) X 10 MIN Q=1.5(0.421 — 0.133) X 600 Q=259.20 CF VOLUME PROVIDED: V=40 LF X 36"0 STORAGE PIPE V=283 CF c� Li O LL_ z Q J a_ 18"x31" THIN z WALL KNOCKOUTS. o SLEDGE OUT AS REQUIRED. (TYP. 2 PLACES) w Cn EXTENSION MODEL NO. C WEIGHT RS243606 6" 450 LBS. RS243612 12" 900 LBS. 60" OUTFALL STRUCTURE 6" SD PIPE CONNECTION TO EX. INLET SCALE O Q U O z Lu U VERTICAL: 1"= AS SHOWN HORIZONTAL: 1"= AS SHOWN DATE: 11/20/2018 DESIGNED: HCL DRAWN: HCL REVIEWED: HCL JOB NO.: 18201055 SHEET C2 2 OF 3 SHEET 0 L0 Co U LL, �o�NT W z p Q U W � Lu O z Lw Q � z C�z�U) SCALE O Q U O z Lu U VERTICAL: 1"= AS SHOWN HORIZONTAL: 1"= AS SHOWN DATE: 11/20/2018 DESIGNED: HCL DRAWN: HCL REVIEWED: HCL JOB NO.: 18201055 SHEET C2 2 OF 3 SHEET CONTINUE NEW CURB @ NEW DRIVEWAY CONNECT TO EX. CURB; �5x BEGIN NEW CURB �� 6R SLOPE TO MATCH 16' (STA 1+10 TO STA 2+51.86) EXISTING GRADE G����%R�%�f! CONTINUE NEW CURB 16' TO 14.58' (STA 2+51.86 TO 2+92.59) P % a © NEW DRIVEWAY o 5/8" LIP PER TAPER CURB FROM 6" CONCRETE PAVEMENT CONCRETE CITY DETAIL 1-20 3 0" TO 6" IN 2 FEET CURB C'U MpX \ \\ CONSTRUCT FLARE 3 a PER CITY DETAIL 1-20 n1 VV CONNECT TO EX. CURB; TAPER CURB FROM P 0" TO 6" IN 3 FEET PER CITY DETAIL 1-20 Ci TO MATCH A -A EXISTING GRADE ISOMETRIC VIEW TYPICAL X -SECTION DRIVEWAY APRON Z Q � 120 120 � w 0 Li O z V U J Q 115 � wQ 115 Z _ U �w OI O w cn i>_m Q cam nQ a_ L.L � O 0_ 0' a00o D' 65 W Y n W ^ Y _ W Z Z 110 00 aowx+I o w— z 00 Oox+I ow� 00 H 00 oD C\ N 000'x7 _ _ 0 wo m� N 0' �m� co 110 W Q + = + _ + W + J 0 + W oO rn + W LL LL QC� --- WQ Q�� F--< Qom ¢a0 QQ� F--a_CD F-- U Ha 0 QQ� Haf0 W U) m:2 W (n :2 W (n J W cnIIn 0 cn 0 W cn 0 W Z'Q 105 5' DRIVEWAY APPROACH 105 0 Q Q U © 2% SLOPE 22.83' © 10% SLOPE 159.04' @ 17% SLOPE N r�n V 100 RAINBOW CT —�,_ — % 100 ------- ---� 10% 2$ — _ FINISHED GRADE GUTTER PAN 95 95 EXISTING GRADE EXISTING GRADE o Lo 90 90 co �— U w (n co 85 \ \ — — ``` EXISTING GRADE < > Q 85 O CD U V J Q FINISHED GRADE \\ \ \ Li o J N > Z O U w rT1 w O \ ooz o z Q W O 80 \\\\ + W 00 r70o W U z cn 80 � @ U) - O o z U) \ 0_ cn LUi X W U \ O 75FINISHED GRADE \ \ J 75 � \ w U \ \ Q -H 70 70 \ \ EXISTING GRADE \ + o C� co 70 � cn w w \ \ \ 65 \ \ \ \ 65 SCALE VERTICAL: 1"= AS SHOWN FUTURE EMERGENCY ACCESS HORIZONTAL: 1"= AS SHOWN 60 (NOT A PART OF THIS CONTRACT) 60 DATE: 11/20/2018 DESIGNED: HCL 55 55 DRAWN: HCL REVIEWED: HCL DRIVEWAY PROFILE @ CENTERLINE JOB NO.: 18201055 50 50 SHEET DATUM o O 0 N 0 0 cD o 00 O O O N O O cD O 00 O O O N O o cD ELEVATION + + + + + cq N N N Nro ro ro r PROFILE VIEW HORIZ: 1"=10' STATION (FT) VERT: 1"=5' 3 OF 3 SHEET N .rt S*REG/STF `9. a` /v a D.-(� S�o vkSL N s p o u ay 1�1 N (1 C) `V o N =r a ti v o3 m a s n jN 0 oo s v1 W O O �i �CC S 3 Q o�� a o � £ °3 3 S r. sr ° m N � a N � 1 1 1 1 D04 � 2 Q'4747C5 IJVIJ � CSS � r�� 1 1 1 1 " u, O ti 'pQ�o '9s DDAr �Q� _ N 68-A (00, �� 72.8\m ZUSE BRUSH"-" CPO / CPO _ 67�GRN \ K442 K24,23{� { I Q�LN°° NJIJI°J�� ° oo IJ IJ I I I � x • 10. 00, \ 1442 P' S• S• E. \ / \ f 1 GRN M 12-13] , •• 65.80 GRN \ x� � A6, �S� , ° PAVED k 6 6� O DRIVE &PH-. 23004304A@ 81.70 GRN \ \ 6 � � %kSL \ rp� /85.78 GRN / c��O CPO 76 14 GRN • ' O o, �j .65 R ,O �P GRN 0 - �• \ \ o 85. �� �'g 'i �O �� � � \ 7b 13 N I\ 6 .28 GRN 1.0 R� 5�� � � � �v� 79�O 80.41 BL II \ x \ / � 88.29 GRN \ �` \ 92.88 G `90 � l j 71.61 Gf� \ LapGvlo 3 C��N3 00 a0 ° / / 9`�C) 87.74 GRN Q �� 71.81 BLIT ��1 \ \ p Q3 \ \ / 6' III II \ 8.9 GR I L% °o @ \ \ \ / 90ATER METE R ECS S 9 o W \ / 92.45 G 1�FRON� `� 92.16 B 96.08 TW 86 GRN II x \ 90.43 BW II � V A CONC. RET. WALL 81.35 B II 71.79 BL • \ 95.10 GRN Z WATER LINE �� / 96.12 TW I III x • \ / - 5 .60 RN \ 9999.86 TC N LeATION / 96.29 GRN \ 88.82 BW III CONCRETE SLAB II \ 95.43 47 LIP o 97.40 GRN \ AND FOUNDATION I - • \ \ 80.03 BW I 69.72 TOS �� • 97.67 C i " , \ aGJ 0�, - 01 96.6 RN 96.04 TW I II O \ 96.68 TC 97.16 FL \ / / 88.43 BW I c0 0 N 96.21 FL 1 V 9.44 TW cp 96.38 LIP 97.37 / \II o �3�� • \ 8 23 BW 85.62 TW I II � Q 81.24 BW 69.54 TOS 9.53 GRN I 692 �- c0 SD INE Cwt Off, p U.E N SDCO, T P o •• O� �0' 9 . 8 GRN N8 Q `41 ' 100.65 TC 85.1 TW II 71.24 R � 1 T % �� 81 N Rp► sEMEN� 97.06 GRN I \ 81.3 BW �� II O 1 / I 335 IM ST 31 cO;NV \ 1 SSMH 91 $���� 92.2 TW 84. 2 iN = [442 �M �� -� ] FOR ^ 0 / \' (BASIS OF BEARINGS) 99.80 RIM s �p 00 �g20.R' s 90.26 W S 83036127n W 145.531 - - s � SS � 101 qF \ / 6 2 1 W � \ \ 7 o 2 � 86. 101.90 TC FND 3" BRASS DISK FND 3" BRASS DISK 101.53 FL F �� 101.48 LIP \ IN MON BOX IN MON BOX 89.74 GRN 102.68 TC \ 102.25 \ AC CURB 103.66 TC \ 103.28 FL / / NOTES 1. All distances shown hereon are in U.S. Survey feet and decimals thereof. 2. This survey was prepared from information furnished in a Preliminary Title Report, prepared by Cornerstone Title Company dated August 18, 2017, Order No. WG -3989. No liability is assumed for matters of record not stated in said Preliminary Title Report that may affect the boundary lines, exceptions, or easements affecting the property. 3. The types, locations, sizes and/or depths of existing underground utilities as shown on this topographic survey were obtained from sources of varying reliability. The contractor is cautioned that only actual excavation will reveal the types, extent, sizes, locations and depths of such underground utilities. (A reasonable effort has been made to locate and delineate all unknown underground utilities.) However, the surveyor can assume no responsibility for the completeness or accuracy of its delineation of such underground utilities which may be encountered, but which are not shown on these drawings. 4. A.P.N.: 366-38-007 5. Basis of Bearings: The bearing of South 25053'05" West taken on the centerline of Rainbow Court as shown on that certain Map of Tract No. filed for record on May 22, 1979 in Book 442 of Maps at Page 12 and 13, Santa Clara County Records was taken as the Basis of all Bearings shown hereon. 6. Benchmark: Temporary Benchmark: "793": Mag Nail set in the asphalt at the end of Rainbow Court. Elevation: 100.00 feet Datum: (Assumed Elevation) 7. Flood Zone Note: The subject property is shown on the Federal Emergency Management Agency Flood Insurance Rate Map, Community Panel Number 060339 216 H, dated May 18, 2009, as being located in Flood Zone "X"; Areas of 0.2% annual chance flood; areas of 1 % annual chance flood with average depths of less than 1 foot or with drainage areas less than 1 square mile; and areas of protected levees from 1 % annual chance flood. Information was obtained from the FEMA website (www.fema.gov) on February 22, 2018. LEGEND PROPERTY LINE-- UTILITY BOX (SIZE VARIES) ADJACENT PROPERTY LINE --- MONITORING WELL (W CENTERLINE - SIGN EASEMENT - - - - - - - TITLE REPORT EXCEPTION NUMBER 0 FOUND MONUMENT AS NOTED ❑p RECORD INFORMATION W/ REFERENCE (100.00)(1 LIGHT 0 TREE W/ SIZE AND ELEVATION 10" 100.0 TRANSFORMER SPOT ELEVATION 32.1 FIRE HYDRANT CONTOUR -- STORM DRAIN MANHOLE O; INDEX CONTOUR -�15-- SANITARY SEWER MANHOLE O; CURB STREET LIGHT CURB &GUTTER CLEAN OUT 0 CONCRETE [] GAS METER �00 FENCE x x x UTILITY POLE W/ GUY WIRERETAINING WALL VALVE g ® EDGE OF PAVEMENT CATCH BASIN / DROP INLET ® 1-1 'O' SANITARY SEWER SS WATER METER R=1 STORM DRAIN SD FIRE DEPARTMENT CONNECTION WATER W BACK FLOW PREVENTER POST INDICATOR VALVE 0� [LOAr � 0 Q��M�� 1n�H-0 90.15 T 86.36 B / 56.3 N 20 �O� S 19, GRN C \ C o 76.39 GRN + AP - $ 0 ,p� ���� SD °�co / Grosslo a e 9 s ft q�Qs / ♦ 05 M - re - + N egll a F _ 24" ° aiNq� �� �-9 5�!•3`� % \ O �� 13.43 TC SDCB �0 O ♦ 3� �' 12.95 RIM SDCB 81 GR 1.0 GR ���� V p� / 13.18 LIP 1 .96 TC 7, •• C� SCO � / % 1 .46 FL 31.81 GR 1 54 LIPS 26 2 GRN GRN 45. 6 IN 72.86 GRN - • / / O , / 29. GRN 60. G 7 ,� � 't J 58. G G) o >\� • I �O v AVERAGE LOT SLOPE ABBREVIATIONS AC ASPHALTIC CONCRETE BL BUILDING BW BACK OF WALK E.A.E. EMERGENCY ACCESS EASEMENT FL FLOW LINE FIND FOUND GRN GROUND INV INVERT ELEVATION LIP LIP OF GUTTER 0. R. OFFICIAL RECORD P.U.E. PUBLIC UTILITY EASEMENT P.S.S.E. PRIVATE SANITARY SEWER EASEMENT PV PAVEMENT PT&T PACIFIC TELEPHONE & TELEGRAPH PT&T PACIFIC TELEPHONE & TELEGRAPH RIM RIM ELEVATION SD STORM DRAIN SDCO STORM DRAIN CLEAN OUT TC TOP OF CURB TOS TOP OF SLAB TW TOP OF WALL TYP. 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