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RM-2011-07b OFFICE OF COMMUNITY DEVELOPMENT �,. CITY HALL 10300 TORRE AVENUE • CUPERTINO, CA 95014-3255 C U P E RT 1 N O (408) 777-3308 • FAX (408) 777-3333 • planning @cupertino.orp Apri127, 2011 Tony Rowe Britt-Rowe Design 108 North Santa Cruz Avenue Los Gatos, CA 95030 SUBJECT: Minor Residential Permit Action Letter — Application RM-2011-07: This letter confirms the decision of the Director of Community Development, given on Apri126, 2011 approving a Minor Residential Permit to allow a portion of a 224 square foot addition to encroach five (5) feet into the 20 foot rear setback, located at 1087 November Drive, with the following conditions: 1. APPROVED PROTECT This approval is based on a plan set drawn by Britt-Rowe entitled, "Anad Residence, 1087 November Dr., Cupertino, CA 95014," consisting of six (6) sheets labeled, "A0.1," "A2," "A3," "A4," "A5," and "A6," dated February 25, 2011 with redlines drawn by the architect dated Apri126, 2011; and a plan sheet drawn by Robert J. Craig entitled, "Topographic Map, Lot 14, Tract No. 3634...," consisting of one (1) sheet labeled, "A1," dated July 19, 2010 with redlines drawn by the architect dated April 26, 2011, except as may be amended by conditions in this resolution. 2. CONSTRUCTION PLAN REVISIONS Prior to issuance of building permits, the construction plans shall reflect the following revisions: a) The northeasterly corner of the rear addition flooring shall be cantilevered 30 inches beyond the edge of foundation to avoid encroaching into the 2:1 slope stability protection area established by th� Santa Clara Valley Water District. b) Demonstrate through building section diagrams that the area projecting outside the building envelope is the gable end of a roof enclosing an attic space. c) Identify all existing trees on the property. If any of the trees are on the City's Protected Tree List, an arborist's report will be required to evaluate potential impacts to them and recommend preservation measures. 3. GEOLOGIC AND GEOTECHNICAL REVIEW The project shall incorporate all recommendations set forth in the soils investigation prepared for the development by Capex Engineering Inc., dated February 20, 2011. Minor Residential Permit Action Letter Page 2 1087 November Drive In addition, the project shall incorporate all the following conditions set forth in the geologic peer review conducted by Cotton, Shires and Associates, Inc., dated March 21, 2011: a) Geotechnical Plan Review. Prior to issuance of building permits, the applicant's geotechnical consultant shall review and approve all geotechnical aspects of the development plans (i.e. site preparation and grading, site drainage improvements and design parameters for foundations and retaining walls) to ensure that their recommendations have been properly incorporated. The results of the geotechnical plan review shall be submitted to the City for review and approval by City staff prior to approval of building permits. b) Geotechnical Field Inspection. Prior to final (as-built) project approval, the geotechnical consultant shall inspect, test (as needed), and approve all geotechnical aspects of the project construction. The inspections shall include, but not necessarily be limited to: site preparation and grading, site surface and subsurface drainage improvements and excavations for foundations and retaining walls prior to the placement of steel and concrete. The following shall be addressed: • The project geotechnical consultant shall closely inspect all foundation excavations to assure that they extend through artificial fill and loose colluvial soil and achieve sufficient embedment into competent, low-expansion potential earth materials. The results of these inspections and the as-built conditions of the project shall be described by the project geotechnical consultant in a letter and shall be submitted to the City Engineer for review prior to final (as-built) project approval (final occupancy). 4. CONSULTATION WITH OTHER DEPARTMENTS The applicant is responsible to consult with other departments and/or agencies with regard to the proposed project for additional conditions and requirements. Any misrepresentation of any submitted data may invalidate an approval by the Community Development Department. 5. EXTERIOR BUILDING MATERIALS/TREATMENTS Final building exterior treatment plan (including but not limited to details on exterior color, material, architectural treatments and/or embellishments) shall be reviewed and approved by the Director of Community Development prior to issuance of building permits. The final building exterior plan shall closely resemble the details shown on the original approved plans. Any exterior changes determined to be substantial by the Director of Community Development shall require a minor modification approval with neighborhood input. 6. ACCURACY OF THE PROTECT PLANS The applicant/property owner is responsible to verify all pertinent property data including but not limited to property boundary locations, building setbacks, property size, building square footage, any relevant easements and/or construction records. Any misrepresentation of any property data may invalidate this approval and may require additional review. 7. NOTICE OF FEES, DEDICATIONS, RESERVATIONS OR OTHER EXACTIONS Minor Residential Permit Action Letter Page 3 1087 November Drive The Conditions of Project Approval set forth herein may include certain fees, dedication requirements, reservation requirements, and other exactions. Pursuant to Government Code Section 66020(d) (1), these Conditions constitute written notice of a statement of the amount of such fees, and a description of the dedications, reservations, and other exactions. You are hereby further notified that the 90-day approval period in which you may protest these fees, dedications, reservations, and other exactions, pursuant to Government Code Section 66020(a), has begun. If you fail to file a protest within this 90-day period complying with all of the requirements of Section 66020, you will be legally barred from later challenging such exactions. Please be aware that if this permit is not used within one year, it shall expire on Apri126, 2012. Staff received a letter from the Santa Clara Valley Water District regarding the proposed addition's encroachment into the recommended 2:1 setback from Regnart Creek prescribed by the District's Guidelines and Standards for Land Use near Streams. The District recommended a 32 foot setback from the toe of creek bank. The applicant worked with the District and Public Works Department to modify the plans to cantilever 30 inches of flooring at the northeasterly corner of the rear addition beyond the edge of the foundation to avoid encroaching into the slope stability protection area, where the edge of foundation is located approximately 36 feet from the toe of creek bank. Staff also received a comment from a neighbor regarding the safety of the neighborhood during remodeling and whether the proposed gable ends of the roofs above the garage and living room could be changed to hip roofs. The Sheriff's Office does not particularly increase patrols near construction projects but can be called at 408-868-6600 to report suspicious activity. The proposed roof design and articulation of the house are compatible with the existing architecture and are consistent with the regulations and intent of the R1 Ordinance. Staff has made all of the findings that are required for approval of a Minor Residential Permit as required by the of Cupertino's Municipal Code, Chapter 19.28.090 (B). Also, please note that an appeal of this decision can be made within 14 calendar days from the date of the decision. If this happens, you will be notified of a public hearing, which will be scheduled before the Planning Commission. Sincerely, , George Schroeder ,� Assistant Planner City of Cupertino (408) 777-7601 georges@cupertino.org Enclosures: Approved Plan Set CC: Puneet and Manisha Anad, 1087 November Drive, Cupertino, CA 95014 Tongju Zhou, 1086 November Drive, Cupertino, CA 95014 Ben Davis, Community Projects Review Unit, Santa Clara Valley Water District, 5750 Almaden Expressway, San Jose, CA 95118-3686 GENERAL NOTES 1. GOYERNING CODES: All work shall conform to the foilowing cotles & standards: a) 2010 Calitornia Residential Code (CRCj 2009 Edition (IRC) b) 2010 Caiifomia Building C�e (CBC) 2009 Edition (IBC) b) 2010 California Mechanical Code (CMC) 2009 Edition (UMC) c) 2010 Caiifomie Plumbing Code (CPC) 2009 Edition (UPC) d) 2010 Cal'rfomia Electric Code (CEC) 2008 Edition (NEC) e) 2010 California Fire Code (CFC) 2009 Edition (IFC) f) 2010 Calffomia Energy Code 2010 Edition (Title 24� g) 2010 Calitomia Green Building Standards Code In addition to the codes referenced above, ell work shal� contorm to all local ordinances and codes as applicable. Cross reference all code numbers arxl verity consistency as required. 2. All work done ursuanf to ih rawi� 'fi n I I wit I r" ese d s and i cado s shal com h a 1 o dinances and P 9 SPB� P Y regulations which apply to the work and shall in any case conform to the latesl edition of the CRC/IRC/CBC/IBC (CA Residential Code/Intemational Residemial Code & Calitomia euilding Code/lnternationat Building Code) currentiy enforced and all city, county and/or state codes as applicable. 3. Britt Rowe shall not be held responsible for the design, coordination and/or implementation of any and all "�esign-Build" work, indudirg but not limited to the following: See the appropriate code references below for design and insta�lation requirements. a) Eleclrical: Per CEC (California Electric Code) current edition. b) Mechanical: Per CMC (California Mechanical Code) curreni edition. c) Plumbing: Per CPC (Cal'rfornia Plumbirg Code) current edition. d) Fire Sprinklers: CFC (Califomia Fire Code) Ver'dy and address all additional local o!dinances and codes which may apply to the specific "Design-Build" application as required. 4. Britt Rowe is not resEmnsible for ihe design, coordinalion, or implementation of any work performed by consultants, including but not limited to, struclurat engineering, soil engfneering, civil engineering, land surveying, elecUical engineering, landscape architecture andJor Title 24 Energy compiiance. 5. In addition to inspections required by CBC 110, the owner, contractor andlor slructural engineer of record, acti�g as the owner's agent, shall employ one or more special inspectors or Testing Agencies, who shall provide "Special Inspections" during the course of construction for the following types or work per CBC 1704, 1707 or 1708 includiny but not limited to: a) Concrete: Where the siructural design exceeds e(F'c) of 2500 PSI b) On site sfructural welding, including weWing oi reinforcing steel. c) Drilled piers, caissons and structural maso�ry. d) FietroNt epoxy set hoidowns and/or anchor botts. • Special inspectors credentials shall be provided to the local jurisdiction upon requesl. 6. All contractors shall be licensed with possession of the appropriate insurance poiicies ie: Workman's Compensation, Liability, efc... and a valid business license within the jurisdiction of ihe subject property project site. SHEET INDEX A-0 Title sheeUProject information A-1 Site pian A-2 Existing floor plan A-3 New floor pian A-4 Exterior elevations A-5 Exterior elevations A-6 Architectural roof plan 7. The contractor and/or subcontractors are to verify ALL existing conditions and/or discrepancies before commencing with work in order to ensure conformance with the "Construction Documents". ALL discrepancies shall be brought to the ettention of Britt Rowe and/or the Shuctural Engineer of Record prior to commencement of construction. All requests for "Change Orders" shall be submitted in writing to Britt Rowe for approval. 8. Britt Rowe is not responsible for the erection, fabrication and/or relative job sefety. The general contractor shall comply with all required safety orders per CAL-OSHA requiremeMS and reguiations. 9. Regardless of dimensions shown, all new work shall align exacdy with existing work with respect to floor elevations, column centerlines, wall faces, etc... (UNO) 70. Layout for new work is largely based upon relationships to existing condkions of the site andlor existing siructures. Any questions regarding the intent related to the layout of the new work shai� be brougM to the attention of Britt Fowe, prior to the commencement of any work. The contractor shall immediately notity Britt Rowe of all discrepancies prior to the commencement ot any work. ii. Preference shali be given to written/figured dime�sions on lhe drawings over scaled measurements. The "Plans, Specifications and General Notes" are intended to agree and supplement o�e another. Anything indicated in one and not the ofher, shall be executed as if in ail. In cases of direct conflict, the most reslrictive shall govem. 12. All work shall be plumb, square and true and shall be of good "WOrkmanlike' quaiity as acceptable to the appropriate Irade's standard practices and those of the trade's counciis and/or wganizations. 13. Any work and/or item not specifically calied tor in the drawings, but required for a complete and tulty functioning installation consistent with the intent of the "Construction Documents" shall be supplied by the general contractor and/or subcontractors as raquired. 1 a The intent of the "COnstruciion Documents" is to include ALL labor, materials, equipment and transportation necessary 1or the complete and proper execution of ihe work. 15. The project "Specification Book" shali take Orecedence over noted specifications when applicable. 16. Civii, Soil and Structural Engineering specifications shall take precedence over any other specifications. 17. Britt Rowe retains all rights and ownership to all drawings and specifications. These documenls may not be used in whoie, or in part, without ihe expressed written consent from Britt Rowe. 18. The Owner/Developer/Client reserves the right to make alterations to the design during the course ot construction. All changes shall be approved by the local buikling official and shall, in any case, comply wtth the currenf edftions ot the CRC, CBC, CMC, CPC, CFC, CEC and/or CES as required. 19. New Construction or remodeling is larc�ely dependent upon existing site conditio�s and therefore a"Site Survey° is recommended and if provided, shalt be generated by a licensed Land Surveyor or Registered Civil Engineer and shall contain the tollowing intormation: Property corners, property lines, existing building(s), easements, topography lines, utililies and/or significant trees. If a Site Survey is �QT provided, Britt Rowe wiil not be held responsible for any and all discrepancies relating to the site and existing cond'Rions. In any event, Britt Rowe shall not be responsible for work performed by others and provided for the purpose of completing the project. GENERAL PROJECT INF4RMATION 0 W N E R: Puneet & Manisha Anad 1087 November Dr. Cupertino, CA 95014 (408) 203-0605 PROJECT SITE; 1087 November Dr. Cupertino, CA 95014 A P N ; 362-16-023 Z 0 N I N G; R-1 Single Family Residential OCCUPANCY: R-3/U TYPE OF CONSTRUCTION; V-B LAND USE: R-1-Single Family Residential LOT SIlE: 6,074 SF S L 0 P E: Less than 5°10 S E T B A C K S: Prqposed: Re uir : Front: 20'-0" 20'-0" Right side: 5'-0" 5'-0' Left side: 16'-3" 10'-0" Rear: 15'-0" 20'-0" ' The combination of the two side yard setbacks shall be 15'-0` with neither being less than 5'-0" EXISTING AREA: (�FARV (e) 1st level (conditioned):1,126 SF (e�Garage: (uncond.� 7 F Totai existing: 1,563 SF PROPOSED FLOOR AREA: Addition Q front: (cond.) 437 SF Addition @ rear: (cond.) 224 SF New covered front porch (uncond.) 32 SF BUILDING HEIGHT: 16'-0" addition (highest) NEW FLOOR AREA: jFARJ 1st level (cond.): 1,787 SF (e)Garage (uncond. : 437 F TotaL 2,224 SF (36 %) MAX. ALLOWABLE FAR: 45% LOT COV,: Footpri�t: 2,224 SF Front oorch• 32 SF Total: 2,256 (37 % ) MAX. AILOWABIE LOT COV,; 45% REMODEL AREA; 475 SF SCOPE OF WORK: Single story conditioned additions (661 SF) to the front & rear of existing single-story residence. New covered front porch (32 SF). Remodel portion of existing residence (475 SF). fnstail new 200 amp main electrical panel service. See plans. PROJECT DESCRIPTION A REMODEL/ADDITION FOR: ANAD RESIDENCE 1087 NOVEMBER DR. CUPERTIN�, CA 95014 PLAN SYMBOLS � ELEVATION INDICATOR A-1 � DETAIL REFERENGE SD1 SYMBOL O COLUMN GRID INOICATOR BUILDING SECTION SYMBOL X/Y X = HORIZONTAL Y = VERTICAL 0" REVISION SVMBOL MATCH LEVEL LINE � SHEAR WALL SYMBOL � FLOOR ELEVATION r� WINDOW/DOOR SYMBOL L' ,J DOORS = NUMBERS WINDOWS = LETTERS NORTH ARROW O "T" INDICATES TEMPERED SAFETY GLAZING (TYP.I VICINITY MAP i � �f �n y � ��� 1, r�a . ii . . . e.. -, . ..� w . . _ n tt :��.�� �:s����'��r:��' _ �t+�i -,�� �-c 'r?_ � A+ "' iY � 9 �� �# __ __ _._..._._.__.�._._..-...� .��.. � ...�... ���I ��rJ�.� � ��t�:� _ . ' � ' �. 7' !� _ � - �� ��� ____�__ _ � � ,� � ti �,.� y, � ..� � - - -- . . . PROJECT CONSULTANTS BUIIDING DE5IGNER• BRITi- ROWE David Britt//Tony Rowe t08 North Santa Cruz Ave. Los Gatos, CA 95030 (408) 354•6224 o(}ice (408) 354-6514 tax T24 ENEHGY _ CONSULTANT: ADVANCED RESIDENTIAL ENGINEERING Pauline Seilard 7632 Santa Clara St.x2 Santa Clara, CA 95050 {408) 557-8804 Office/Fax STRUCTURAL ENGIAEER• CHARIES WILLIAMS ENG. Charles Williams P.O. Box 1152 Mountain View, CA 94042 (650) 967•5736 office $OILS ENGINEER: CAPEX ENGINEERING INC. Gary Hsu P.O. Box 14198 Fremont, CA 94539 (408) 257-8252 office (408) 257-8959tax LAND SURVEYOR: R09ERT J. CRAIG 966 Elsie Mae Dr. Bouider Creek, CA 95006 (831) 359-1750 PARCEL MAP \ ,J � !i r � ^ g ' �� � �' � y �'I ., . .� ,1 . NO � • � .'� � " fb �° a '� � �, 1 ' . �' y � e, , ' p ' � �. \� 3 ,\ �� \ sa ._ � h � \ �c REVI r - --� i I i � BR � � i � i I � Britt • Rowe � 108 N. Santa Cruz Ave. I i Los Gatos, CA 95030 i I i -_ _— �.__._{ �— -- i I i 408.354.6224 (office) I I 408.354.6514 (fax) � i www.britt-rowe.com � � ..--,-' N N � a = ia � N D L L� y Q � U L y p 3 3 3� c� 01�� C� U1 �"`� U L �� NRI � NN� 00f� � � � U C T� C � 6 V� a,Y -�=��C � ip � a� p`p @�- a m °�oLO>>. �'coac—m`o y y C�� d V O N O y � o E 3.? � N � ?� C� N� �«�+ C O N O 3 U �l f0 C C� U� � a� cay ..Y._. � U j � C O U� O fp m`m°'ao�ao�° W , � V � p 0 W W � � m v w W > z � Z � � a O a' Q � V w � � � � , i .-, i ; �I «r ; I U ; ��� •� � j i l! 36? l� �s x" �� ! �� � ; � I � �i � "Y� � '' � i � � C7�=!Z �� �.5,� D I I ;,,, a � {y .i._ \ ,� g � _ 11. S�G pW� � e �� �.��� E• 1�:� �: peCT 3 ��., � i�� �. �s �. � �'�s t• . n yL � ��'Y �'�', c �� . ` �. 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V Q � I ' i t�o . _ � � .. __ a•._ _�._ _� X - - �e. � . 1 33:i.B� 3.35 � I I � i , ��� �Sf� � I ��, � � � �� �sj �,��r�� � d�r�i�(�J �-�� � ,�,y���� , � , � � � ���r P -� 1 I �, , � '� •�� �� � �v <" .� ''� // REDUCTION IN REAR SETBACK: n �v i � ��i.�/ I�-° '���.✓l. °�' �� �"'� %t- /s�/�? r ' --.. /' (,s Width of lot at 20' from the front prepemr Iine=67.00' � � j � r �� ���, / Minimum usable rear yerd area=61x20=1220 SF i� � l � � ���, �j��f �� �'� Area ol addition 0 rear=224 SF L y�; �;,/,!.'� ��;t �� '� ` / �•r+� Remaining rea� yard usabte area=�321 +(see calcularon abovo) I ' � �� ) � ��� � '� �'" � Width of existin residence=39'-9" `� /'�] s `�� °l � � � ���� Witlth of add'Aion @ rear. 15'-0" Irom properly IIne=19'-6` (49°0) c.�� ..� � � j"�-�T'�r�� f -- � J, . � + '�''� �r °''� � � � � � �` ��'� -�� �' , , �\\y�\\�V . AREA OF ADDITI N '� f` �� ti� �,�� ��..cf.����C�-�T�j�� / 1 7 BASI F LEVAT ONS �� �! BASIS OF BEARINGS S 0 E I 7 THE BASIS OF ELEVATIONS FOR THIS MAP IS SANTA CLAR COUNTY WATER DISTRICT BEARINGS ARE BASED UPON FOUND MONUMENTS ALONG BENCHMARK ID: BM1084. BEING A USCGS 9CM DIAMETER BRASS DISK STAMPED "T1077" THE CENTERLINE OF NOVEMBER DRIVE AS SHOWN ON ON TOP OF CONCRETE HEADWALL. LOCATED AT THE EASTERN COANER OF THE TRACT MAP N0. 3634, FILED IN BOOK 179 OF MAPS, INTERSECTION OF SPRR ANO REGNART CREEK,BETWEEN McC�ELLAN ROAD AND RAINBOW PAGES 40 AND 41,SANTA CLARA COUNTY RECORDS. DRIVE. ACCESSIBILE THROUGH McCLELLAN ROAD SOUTHERLY ALONG WEST SIDE OF TRACKS. = NORTH 63°26'20" �AST ELEVATION = 341.49' (NGVD 29) � � � � � � I �� i �� ,i �' i �I � �i � i i ! I � i i 'i' aETE MALK {8:74 333.87 M26 °33' 40"!t 903.82' � �r��:s�:E -1_ --� ,_ I I TECHNICAL INFORMATION ASSESSOR'S PARCEL NUMBER: ADDRESS OF PROJECT: OWNER'S NAME: SIZE OF LOT (GROSS) : 362-16-023 1087 NOVEMBER DRIVE CUPERTINO, CA 95014 PUNEET ANAND 6,074 SaUARE FEET LEGEND IN�ICATES BOUNDARY LINE ____.�.___�_____- INDICATES CENTERLINE OF RIGHT OF WAY -x x x x- INDICATES EXISTING FENCE LINE INDICATES BUILD�NG FOOTPRINT GA INDICATES GUY ANCHOR FP INDICATES FIREPLACE HVAC INDICATES HEATING AND AIR CONDITIONING UNIT F/L INDICATES FLOW LINE OF CURB AND GUTTER S INDICATES SEWER LATERAL BELOW BOUNDARY LINES DELINEATED ON THIS MAP ARE IN RED AND ARE BASED ON THE SURVEYOR'S OPINION UTILIZING FOUND PHYSICAL EVIDENCE AND RECORD DATA. UNDERGROUND TANK(S) AND UTTLITY LINES WERE NOT LOCATED OR SHOWN UPON THIS MAP. ALL DISTANCES AND ELEVATIONS SHOWN ARE IN FEET AND DECIMALS THEREOF. ATTENTION THE DELIVERY OF THIS MAP IN AN ELECTRONIC FILE DOES NOT CONSTITUTE THE DELIVERY OF MY PROFESSIONAL WORK PRODUCT. THE SIGNED PAPER PRINT IS PROVIDED TO THE CLIENT AS AN INSTRUMENT OF SERVICE. IN EVENT THE ELECTRONIC FILE IS ALTERED, THE SAID PAPER PRI�IT MUST BE REFERRED TO FOR THE ORIGINAL AND CORRECT SURVEY INFORMATION. I SHALL NOT BE RESPONSIBLE FOR ANY MOOIFICATIONS MADE, BY OTHERS, TO THE ELECTRONIC FILE, OR ANY PRODUCTS DERIVED FROM THE ELECTRONIC FILE. USTBLE iiEAR Y�RL . _ � A.13' ]➢'afl08 a'f � !1 1'a'%IY.S'v24tSF , C.5'Fe'B'��a0 SF 'CTfiL: �2� 6F I I ' , -- ---�s /1 � n ��� I `r %, '/ ' � i. \ � � 6 � ----- ----`� O��i �•� ^ � .\\ I I --- --- --\-ul. , � -- �_- -- --��: -_ - --- , �c� � ` Oq 00 � 9� `�< Q i ik � 2 P?ti'� 7��{ � � CAi.S O GRAPHIC SCALE . o . . ,. � ( IN FEET ) APN: 362-16-023 i inch - e tt. ROBERT J. CRAIG TOPOGRAPHIC MAP LAT 14 TRACT ND.3691 LICEN�D UPO SIffiYEYOR r�corn�o iN eoac s� oF w� �o c u LS N0. S1i8 fElEMAL DATE 9/30/2010 9ANTA q.AWI COIMTY 966 ELSIE MAE ORIVE sttuate 1n BOU�DER CREEK, CA 95006 CITY OF CUPERTINO (831)359-l750 OR (408)884-3791 County Of Santa Clara State of California SCALE : i" s 8 ' DRAatq,1C ,lae No. aiooaz �T DATE: JULY 19.2010 II�EX: SANTA CLARA C0. A � FIELDMOfiK: FUC F8�M187 � � t ; � � I � I F.F. 80UTHWEST ELEVATION (RIGHT SIDE) ���, ,: ., ., .: �` .� � . �--�----�-----� ,� � r �� {.` !���<-1,�...-' - . _ . _ .__� __.���. . . .w._, ,..t .. .. o.� �:��t���.� . ;� ; f� r �t��� t � � T 1 0 �� I�ry -..._ .�.�t�L_��.,�...;i�.�. _�r�_.«,.�5_.a.a Mn4..:.�er+ s.�u.�...� � 1 w% � 1 Vr v. R o �$ :.f .._.. _1_ --�--+!�„ � � •y / / u 1 N �I�11c�C;���� -- -�... _ _. �.:. , y ._ __.. . . _.. _._ .,_ .���s �.., �j.. 1 - _ _ - - - - � � ) - - --.. -_.--/\ FJ(IST�NG ASPHALT (TYP.) 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