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HomeMy WebLinkAboutB13-2094 000-000-000 (2)V January 8, 2016 r Butte County Building Department Attn: Curtis Johnson, Supervisor 7 County Drive Oroville, CA 95965 Re: Gridley Farm Labor Housing: Submitted changes to approved plans Dear Curtis: We have submitted drawings to your department depicting the changes to the approved plans. Locations of additions have altered due to conflicts with PG&E lines. We have changed the construction on the additions from CMU to wood framing. And, on submitted Sheet S 1.12A, we have corrected sizing of beams and eliminatedad footings. P g Five units will have relocations of the approved additions. On three (3) of these units, additions that were approved on the rear of the buildings (our original plan type Bs) need to be moved to the side of the building (using our original plan type Cs). Square footages do not change. The addresses/permit numbers where this relocation will take place are: 1. 874 Authority Drive, Permit 41313-2094 2. 1510 Sussex Avenue, Permit #1313-2099 This is a duplex 3. 1512 Sussex Avenue, Permit #B13-2099 On one (1) of these five (5) units, due to PG&E conflicts and the extreme narrowness of the existing side yard, the original design (Bs) will be changed to a modified Cs: 4. 1509 Sussex Avenue, Permit #1313-2117 (I'm completing this modified drawing and will FedEx it to you ASAP.) _ On the final one (1) of the five changed units, the addition will stay at the rear of the building; but, again due to PG&E conflicts, the Laundry room will be slid approximately 8 feet along the back of the building and the Storage area will be attached to the rear of the Laundry room. No square footages will change. 5. 1543 Sussex Avenue, Permit #1313-2098 (I'm completing this modified drawing and will FedEx it to you ASAP.) On the drawing I turned in, Sheet A, the new wood framing for the additions is shown. For the units that will remain as designed with Bs floor plan to the rear of each unit, Floor Plan A, Roof Framing Plan A and Section A apply. This condition is found at: 6. 876 Authority Drive, Permit #1313-2094 7. 1545 Sussex Avenue, Permit #1313-2098 (a duplex with 1543 Sussex) Patricia Barnard Archit ect and Page 1 4174 Scranton Circle, Carmichael, CA 95608 Telephone: (916)283-4690 - FAX: (916)283-4691- Mobile: (916)601-1888 (BEST) - email: pbal@surewest.net - For the units that will remain as originally designed with Cs floor plan to the side of the unit, Floor Plan B, Roof Framing Plan B and Section B on Sheet A apply. This condition is found at: 8. 873 Authority Drive, Permit #B13-2102 This is a duplex. Due to PG&E conflicts, the addition 9. 875 Authority Drive, Permit #B13-2102 at 873 Authority will be slid forward, becoming a Calt plan as originally permitted — see sheet A204. 10. 1544 Sussex Avenue, Permit #B 13-2123 This is a duplex. 11. 1542 Sussex Avenue, Permit #B13-2123 12. 1511 Sussex Avenue, Permit #B13-2117 Details 1 through 7 on Sheet A apply to units 1 through 12 above. Details 3 through 7 on Sheet A apply to the following units (no additions at these addresses): 13. 867 Authority Drive, Permit #B13-2140 14.878 Authority Drive, Permit #B13-2130 15. 1536 Sussex Avenue, Permit #B13-2131 16. 1528 Sussex Avenue, Permit #B13-2138 17. 1518 Sussex Avenue, Permit #B13-2135 18. 1528 Sussex Avenue, Permit #B13-2138 lex 19. 1539/1537 Sussex Avenue, Permit #B13-2090 This is a duplex I have noticed that on two permits where a duplex is being converted to a single family home, the address is incorrect on the permit form. The permit marked 1532 Sussex Avenue, Permit #B13-2138, should be changed to the correct 1528 Sussex Avenue address. The permit marked 1538 Sussex Avenue, Permit 4B13-2131, should be changed to the correct 1536 Sussex Avenue address. For submitted Sheet S 1.12A, our structural engineer, Jim Burrows, P.E., will be emailing you a letter allowing the changes made and stamped by me. We will be turning in revised plans for the Administration Building at 850 E. Gridley Road, Permit #B13- 2072 shortly. Due to budget constraints, we have radically reduced the amount of interior work and exterior flatwork. Finally, I noticed a slight error in Detail 3 on Sheet A. This is the connection between the slab infill at plumbing line cuts. We are installing #4 bar @18" o.c. at the perimeter of the cut. 'There is no longitudinal bar. Patricia Barnard Architect/md Page 2 4174 Scranton Circle, Carmichael, CA 95608 Telephone: (916)283-4690 • FAX: (916)283-4691 • Mobile: (916)601-1888 (BEST) • email: pbal@surewest.net If you have any questions or comments, please do not hesitate to call or email. Respectfully Patricia Barnard- Pat Barnard, A.I.A. Project Architect Patricia Barnard Architect/md Page 3 .4174 Scranton Circle, Carmichael, CA 95608 Telephone: (916)283-4690 • FAX: (916)283-4691 • Mobile: (916)601-1888 (BEST) • email: pbal@surewest.net ->--- _ -7- Striving to obtain the best possible solation through our proactive and customized approach for all of your structural engineering requirements co January 14, 2016 Project No. 05210MAI Butte County Department of Development Services Attn: Curtis Johnson and Philo Hunt 7 County Center Drive Oroville, CA 95965 Subject: Field Clarification 7 Changes to Sheet S 1. 12, Gridley Farm Labor Housing 850 E. Gridley Road, Gridley, CA 'P 0)"? ��?5^' 33•-x' �..�. ,Y� Mr. Johnson and Mr. Hunt: Patricia Barnard, Project Architect for Gridley Farm Labor Housing, has informed me that she has submitted a marked up Sheet S 1.12 to your offices for your review and approval. I agree withthe changes she made to this sheet: 1. Elimination of the two (2) large footings shown on this sheet at the Living Room/Bedroom wall and at the Entry closet/Living Room; 2. The 5-1/8 x 21 glulam beam can be changed to a DF#1 6 x 8; and, 3. The 4 x 12 header between the Storage Room and the above 6 x 8 can be changed to a DF#1 6x8. Should you have any questions or comments, please do not hesitate to call or email me. Thank you for your assistance in the matter. Respectfully, PERMIT# �•C gib to BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR ODE C MPLIANCE Jim Burrows, P.E. DATE 0 2_ b BY —F—Lh— Structural Designs Structural Designs P.O. Box 279 Fairfield, CA 94533 Tel 916.412.7896• www.structuraldesigns.biz 77- T Title Block Line I You can change this area using the "Settings" menu item and then using the "Printing & Title Block" selection. Title Block Line 6 1,300,0 ksi Density 32.210 pcf 470.0 ksi Max Iv/ v CIL 0 = fv Actual V.272 57.70 psi at 0,000 It in Span # I Using Allowable Stress Design with Load Combinations, 16.011, 6XI2 Fv Allowable: Wood Be;tim Design Type 2 Bldq-(e) Ridqe Beam: 6X12 ' 'W" I 170 psi Ebend-xx Calculations per 2tl BEAM Size: 6x12, Sawn, Fully Braced Max Reactions (k) Using Allowable Stress Design with Load Combinations, Major Axis Bending Wood Species: Douglas Fir - Larch Wood Grade: No,2 Fb - Tension 875.0 psi Fe - PrIl 600.0 psi Fv 170.0 psi Ebend-xx Fb - Compr 815,0 psi Fc - Perp 62.5.0 psi Ft 425.0 psi Eminbend - xx Applied Loads Load Comb: +D-;Lr+H Beam self weight calculated and added to loads fv :Actual 47.75 psi at 0.000 It in Span # I Uni- Load: D = 0.0090, Lr = 0,020 k/ft, Trib= 11.340 fl Desion Summary Max fb/Fb Ratio 0.993; 1 D(01 021 fb : Actual Fb : Allowable: 1,086.50 psi at 8.000 ft in Span # I 1:09175 psi Load Comb: +D+Lr+H 4 1,300,0 ksi Density 32.210 pcf 470.0 ksi Max Iv/ v CIL 0 = fv Actual V.272 57.70 psi at 0,000 It in Span # I Using Allowable Stress Design with Load Combinations, 16.011, 6XI2 Fv Allowable: 212.50 psi Fb - Tension 1350 psi Fc - Pril 925 psi Fv 170 psi Ebend-xx Load Comb: +D+Lr+H Applied Loads Max Reactions (k) 2 L Lr a w E H Downward L+Lr+S 0,000 in Downward Total 0.000 in Left Support . .. . ..... . ............ . .. . ... . ............ ....... . . ................................... . . Upward L+Lr+S 0.000 in Upward Total 0.000 in Riaht SUDnort . 0.0 .. . ...... Live Load DO Ratio 0 <240 Total Defl Ratio 0 <180 Max fb/Fb Ratio = 0.570; 1 fb : Actual 623.33 psi at 6.665 ft in Span # 1 f ....... . ..... .... . . . . . ....... . ... Fb: Allowable: 1,093.75 psi .......... ......... Load Comb: +D+Lr+H Max fWFvRatio = 0.125: 1 fv : Actual 26.50 psi at 0.000 ft in Span # 1 13.330 it, 6x8 Fv : Allowable: 212.50 psi ... .............. .. ...... . . .............................................................. I...................... . ... ................................ . ......... . ...................... . ...................... . .... . . ..... . ........ Load Comb: -4.D.+-Lr+H . .iUaz Deflections Max Reactions (k) D L Lr S w E H Downward L+Lr+S 0.000 in Downward Total 0.000 in L+Lr+zj v.uuu in BEAM Size: 6x8, Sawn, Fully Braced Using Allowable Stress Design with Load Combinations, Major Axis Bending Wood Species: Douglas Fir - Larch Wood Grade: No.1 Fb - Tension 1350 psi Fc - Pril 925 psi Fv 170 psi Ebend-xx Fb - Compr 1350 psi Fc - Perp 625 psi Ft 675 psi Eminbend - xx Applied Loads Unif Load: D = 0Z90, Lr = 0,020 k/ft, Trib= 3.50 fl Point: D = 0.6320 k ft,, 6.0 ft .. . ...... . ............. Desion Summary . .. . ..... . ............ . .. . ... . ............ ....... . . ................................... . . Max fb/Fb Ratio = 0,899; 1 fb : Actual 1,517.77 psi at 7,344 ft in Span # 1 1 . 0.0 .. . ...... Fb : Allowable: 1,687.50 psi .... . . ....................... .... . ...... .. . ......... ... ....... ........................ . ..... Load Comb: +D-;Lr+H Max fv/FvRatio = 0.225: 1 18.670 it, 6x8 fv :Actual 47.75 psi at 0.000 It in Span # I 1600 ksi Density 31.2 pcf 580 ksi . . ...... . ........ .. ...... . ....... . . . .................... . .... . ......... ... . ............... Fv: Allowable: 212.50 psi Load Comb: +D+Lr+H- - ---------- --- --------- — ----------- Max Reactions (k) Q L U S W E H Downward L+Lr+S 0.000 in Downward Total 0.000 in Left Support Upward L+Lr+S 0.000 in Upward Total 0.000 in Right Support Live Load DO Ratio 0 <240 Total Defl Ratio 0 <180 , MATCH LINE SCHOOL PROPERTY TO THE NORTH. WATER CONNECTION. ONLY to. 1, a�' lei . 875 AU7H� Cts N �►/ AUtHOR�N plan TYPe N . e n Typ ate t�j%L Pla ✓,`j ''yk 1� ,� Fq - 1. _ O 5 _ r _-- - —�f/CLt�y!1� • .,. . V iHORI 867 AU _ -o - .d� ,> A, te 00 .- JOE • ` plan TypeCL • 1 - ► �' ° i R _." •-� �. ELECTRIC VAULT 1't,�l� GRI- .i►-�� '�-. .-� �: ' ' - .. _. - 10'•0 /�.� � � � , . ,. ' TY D t V r _ UTILITY • ,. � '? VAULT AoI2 '� t� .� � .�r `� 4 - •. •.• '' •.:. _ .. IG• # \. +, -. of 0 �, `•. 1 0 - _ atisv o' auTHoa3�nr 5 ,76 AUSHO 978 g74 AUTHORlT�t Plan Type Bs D +. Plan Type Es y - 7 s Plan Type „.. - xx dm LU 1S bols Legend ; L - .. . _ � -_ : , . ,.., , •• � ; 4 SUSS _ - {. •:• �� ' .. i .1: 154 EX ,: '- ••�; � c • _ o SEWER CLEAN -AUT L� plan TVPe IDa IIIb DRAIN INLET Q , C a 'GATE POST 4 PIPE (INLET/OUTLET) I •� i '' . 1 ® MAIL BOX C� FIRE HYDRANT _... •- W 2542 SUSSEX + plt'1r1Q 0 , AREA DRAIN INLET ` CS AUTOMATIC SPRINKLER VALVE/HOSE CONNECTOR; • - ,� -� pe (n plan y1z Urjv. a -o-G SIGN II 0 I4 GAS VALVE S (�f 7 YGfi+ i �tD WATER VALVE ® UTILITY PULLBOX/PEDESTAL - - • BOLLARD .T ca.) JOINT UTILITY POLE; DRAIN MANHOLE OSE MANHOLE s ,-• E,. �,,. .., ,i , SEWER I DECIDUOUS TREE eL(Y -� GUY. ANCHOR/PO Top-- TOP OF SLOPE c1b POWER POLEtrn .. Q ELECTRIC PULLBOX/PEDESTAL -E---- FLOWLINE , CIS'- cs --- GRADE BREAK ,. Y Q TELEPHONE PULLBOX/PEDESTAL _EP EDGE OF PAVEMENT , �t ® CABLE TV PULLBOX/PEDESTAL HDPE HIGH DENSITY POLYETHYLENE , LIGHT STANDARD1536SU55EX _p" MAINTENANCE Es , e TRIC METER (E)BLDG EXISTING BUILDING plan Type p ELECTRIC W BLDG ONLY WAT R LJ T EXISTING CONCRETE TO REMAIN © GAS METER �4 . , C NNECTIOI� BACK FLOW PREVENTER r a = NEW CONCRETE rQ.3 TELEPHONE POLE tS- +„ RE-ESTABLISH LANDSCAPING _ R• ~�' FLAG POLE DAMAGED BY CONSTRUCTION .4 r r 1` '� FRONT SECONDARY ENTRY 0 LIGHT POST� © =q m NEW WATER SERVICE VAULT caw = _ = SECURITY CAMERA — = CLOTHES LINE POLEit ` • , G ,AS18 81 ' 1.1.1 � ''d �:'-' -... ,,• � �` .013, J MAINTENANCE 62! BLDG - ONLY WATER .cn:� ` - CONNECTION ' —'._rte f_..-1—" � ,`t r, `..s r`, , . � �w •- '[!d' ` � .�-^` � • _ `. O� Isl- .... !J "", O/ yr ,.i • ', %�., .. '. .. •, '•y Erb - r - �= - "` ' •- 8 SUSSEX . 6•+ ._ � _ � P/an rYP e X' 15 3L ~5125USSEX+. lanTypQ:, . nco CD LECTR Plan TYp t7, t •� l4 G � - F, i1• f 71a� ,� ''p :,' r• ',�i• ••• .per C 09 sussEx I% AFI' �- # S �" _' •m 1511 SUSSEX 15 70] • °t •. ,,, 8 -� Plan Type j I s --,. A0 + r ,.. „ PERAnIT# US/NG /A-t-tgyZ_, Plan Type Cs _ _ +'i © i : 't BUTTE COUNTY pEVELCJPMENT SERVICES EVIEWED FOR ! CODE COMPLIANCE i . -. I ` •'�' T _ .E E �^: } NORTH , A i NEW SITE PLAN GENERAL NOTES A New water service vaults have been installed at each building in line with the existing demising wall, approximately 5 feet from the front 00 wall. Temporary PVC lines have been installed from the new water ) service to the existing service entry. During construction, disconnect temporary line and abandon existing service entry. Install new copper line from vault valve into each new r f C residence, T'ing for hose bib at exterior of each unit. 71WLid New water service line will be extended to new interior framing for all < < Z new water service fixtures. All existing water service lines are to be it abandoned. fis a«• r3.. As needed, cut existing porches or other flatwork for new water lines extension to new interior framed walls; them, pour concrete to patch, _ finishing to match existing concrete. I� If new water service vault is in the area of new concrete, vault and 'fi concrete are to be flush. Re -set as needed. Coordinate all water connection work with H.A. and Architect prior to construction. B All Mechanical, Plumbing and Electric work to be delivered through a design/build method. Mechanical system to be ductless type with condenser(s) mounted at exterior walls close to the eave. Water service will be totally new from service vault throughout unit. Electric will be !—I i� totally new at interior; at exterior service -lines from power poles to be raised to a minimum of 8'-0" above grade. Work to comply with CBC i I 2010 Building Code and related Mechanical, Plumbing and Electric Codes. C All clothes poles are to remain and to be fitted with new lines, attachments and turnbuckles -- see Detail 45 on Sheet A704. Poles are painted with lead based paint. Prepare for new paint following HAZMAT..protocols as described in Project manual. Then prime and paint according to Specification Section 09 90 00 There are 3 poles per building as a general rule. The total number 0 should be verified by the Contractor. D Protect all Utility poles, security cameras on utility poles, maintenance buildings and Community Building on Staff Drive. Protect trees and LO EJ � other landscaping during construction. Repair or replant landscaping � damaged by new construction with dike materials. E Reinstall retained security cameras at residential units. Coordinate re- wiring and re -activation with Housing Authority F See Appendix A, Specification Section 02 05.50 Demolition, for W ,•-� minimum concrete to be removed at residential parking pads. These plans take precedence as, due to the location and need, concrete removal may exceed that listed in Appendix A. All existing sidewalks and stoops at residential units will be removed. At accessible residential units, the front porches will also be removed.. G See Appendix A, Specification Section 02 05 50 Demolition for a list PB of lead-based paint 'contaminated front porch posts to be removed. JOB10010 These posts occur at Bs, Cs, Calt, Da and Fs plan types only. H All wood bollards to be removed. On Authority Drive and Sussex Avenue and in the Rose Garden there are approximately 259 bollards. 09 AOWL On the portion of Booth Drive that may be included in Phase 1 there are approximately 91 bollards. Contractor to verify The H.A. retains the first right of refusal on all heavy chain. I All new concrete to have control joints as shown, as described in Keynotes and/or to minimize in -field cracking -- see Detail 11.1 on Sheet A004 J Where concrete is poured around existing utility vault, re -set vault as needed to be level with new concrete NEW SITE PLAN KEYNOTES Mark Keynote 1 New concrete filled bollard at each parking space oras otherwise shown on plans. When at existing concrete, drill for new footing. See Detail 9, Sheet A004 2 Portion or all of existing concrete parkinE pad to remain 3 T s enc ical lI u '. Sheet A012 -- cu of enclosure es or grouped together i 4 Replace portion of existing parking pad or pour new parking pad. For typical tie-in between existing and new concrete, see Detail 5, A701. 5 Existing patio to remain 6 Set new 6x6 post. See Detail 1, Sheet A701 for standard units; see Detail 2, A701 for accessible units (all accessible units to have newly poured front patios) 7 Install new or lift existing utility line from pole to 874 Authority Drive and new taller weatherhead -- line to be a minimum of 8'-0" above 8 Install area drain anti under-flatwork drain pipe at enclosed plant area. See Specification S ction 32 90 00 9 New flatwork at accessible unit. See Vignettes 1 and 2, Sheet A012 10 Dividing line between existin building and addition i LECTR Plan TYp t7, t •� l4 G � - F, i1• f 71a� ,� ''p :,' r• ',�i• ••• .per C 09 sussEx I% AFI' �- # S �" _' •m 1511 SUSSEX 15 70] • °t •. ,,, 8 -� Plan Type j I s --,. A0 + r ,.. „ PERAnIT# US/NG /A-t-tgyZ_, Plan Type Cs _ _ +'i © i : 't BUTTE COUNTY pEVELCJPMENT SERVICES EVIEWED FOR ! CODE COMPLIANCE i . -. I ` •'�' T _ .E E �^: } NORTH , A i 43 E O V 00 ) ON1 ``""••.. r f C o U 71WLid •� < < Z it 0 fis a«• r3.. N U _ I� 'fi I 43 i O 00 p ON1 au ° o U 0 ° °cam U N U _ , !—I i� i I 0 LO EJ � � ®Q U W ,•-� 000 U ` I DATE 12/31/2013 DRAWN BY PB JOB10010 SHEET 09 AOWL ;i t U_ -154 . Type 1 Lt t T. •' � _ '` e.. , � .. ' � 1�tPo�• Booms th D�:: `i Tyne Cs 1545 .. � ,, o � ' a .. � ...,.•-• N g AveWON. o� _ st155' � � •• T eBs Y' 4 2 t0 0 of MAINTENANCE 477 yp : s U, r II Gv r ;LDG - ONLY WATER Ln _ . CONNECTION 1 _�- • ` _- o 0 1543. Type Bs F ` r}C - ; .;a • o__ - INTENANCE, T ",530 - - :•�-'111" ,� ' ;% ., othDr• ��� BLDG - ONLY WATE - �Il B� CONNECTION �_ 2 Type Its of © d- 539 539 j • �c 1;� a exAve. � �, `try � "' �_�:_ . c�T ' eA> - y at LLJ 153 a - '5 01A_ -ex Ave. Type As 0. lot at r' ff` r iti ELECTRIC ..", VAULT 11d ` t raf Symbols Lege- \ 1533 0 3 3 ® DRAIN INLET Sussex Q( USS'---•- ems: , y., �� , t / f PIPE (INLET/OUTLET) 'j' YPe As (j FIRE HYDRANT 5'-0" __.`_' ,. t[Iz IL 17 J tit .AUTOMATIC SPRINKLER VALVE/HOSE CONNECTOR '••�' � • • ria GAS VALVEVQ ll� 1531 WATER VALVE I SussexAve._' . ' V} cO., JOINT UTILITY POLE `�j Type As j ' L r� (S SEWER MANHOLE GUY ANCHOR/POLE`- !!! ? V ,t 1 qb POWER POLE © DE . ' -w. ELECTRIC PULLBOX/PESTAL ';/• ,'+� %�, ;�', '• z ' r TELEPHONE PULLBOX PEDESTAL o , , 4 .... 1 ® CABLE TV PULLBOX/PEDESTAL r LIGHT STANDARD i . ''-,� ! 7 -q •. ED ELECTRIC METER © GAS METER j BACK FLOW pREVENTER e, cQ-, TELEPHONE POLE I �•''{+1�� '� may' �' � _ ` • . �' `. FLAG POLEco /! LIGHT POST EC O SEWER CLEAN --OUT , I EL '•' r� > > �� r f.. trAULT 0 GATE POST • 1525 ® MAIL BOX r��G� :,' Sussex Ave. i Type Bs �: e Lq I e AREA DRAIN INLET SIGN �b 2 yAUL 71523 ® UTILITY PULLBOX/PEDESTAL fl SUSSEX AVENUE, Suss Cp� L t1 • , ,. • 12I_ 1 Orr - - -- • BOLLARD ::Y'. f TyPC Calt , n DRAIN MANHOLE. Q 5 ' ti DECIDUOUS TREE -TOP— TOP OF SLOPE :s �� moi/ �"1..•• g t ECTRIC ../ `' (0 {?`� • ' ` , . -E----- FLOWUNE 0 .;� 1 ' f ce---- GRADE BREAK ,YJ -tP— EDGE OF PAVEMENT 1519 1517 Ave J HDPE NIGH DENSITY POLYETHYLENE SussexI Sussex Ave NORTH- �.. �` r 1 f Type Cs Type (E)BLDG EXISTING BUILDING CONCRETE TO REMAIN - EXISTING D _ \ NEW CONCRETE `' a 4 ►I : tll - RE-ESTABLISH LANDSCAPING DAMAGED BY CONSTRUCTION -� - FRONT OR SECONDARY ENTRY ' W NEW WATER SERVICE VAULT m { CI PHASE II NEW SITE PLAN -- Y j 7 i I i Ij 7.77 I I Ili I I I � NEW SITE PLAN GENERAL NOTES A New water service vaults have been installed at each building in line with the existing demising wall, approximately 5 feet from the front wall. Temporary PVC lines have been installed from the new water - d During construction, disconnect temporary line and abandon existing service entry. Install new copper line from vault valve into each new r. Ila ~� • - 0 _ _--- new water sery L CD a As needed, cut existing porches or other flatwork for new water lines extension to new interior framed walls; them, pour,concrete to patch, 1512 finishing to match existing concrete. If newwater service vault is in the area of new concrete, vault and 155 concrete are to BOD--► 0 O 41 N U i i Type �.•� B All Mechanical; Plumbing and Electric work to be delivered through a Sat design/build method. Mechanical system to be ductless type with S17 condenser(s) mounted at exterior walls close to the cave. Water service •!; .� -�� L L �'' pig totally new at interior; at exterior service lines from power poles to be raised to a minimum of 8'-0" above grade. Work to comply with CBC 2010 Building Code and related Mechanical, Plumbing and Electric Codes. NEW SITE PLAN GENERAL NOTES A New water service vaults have been installed at each building in line with the existing demising wall, approximately 5 feet from the front wall. Temporary PVC lines have been installed from the new water service to the existing service entry. During construction, disconnect temporary line and abandon existing service entry. Install new copper line from vault valve into each new residence, T'in� for hose bib at exterior of each unit. New water service line will be extended to new interior framing for all new water sery cc fixtures. All existing water service lines are to be abandoned. As needed, cut existing porches or other flatwork for new water lines extension to new interior framed walls; them, pour,concrete to patch, finishing to match existing concrete. If newwater service vault is in the area of new concrete, vault and concrete are to be flush. Re -set as needed. O 41 N U i i Coordinate all water connection work with H.A. and Architect prior to construction. B All Mechanical; Plumbing and Electric work to be delivered through a design/build method. Mechanical system to be ductless type with condenser(s) mounted at exterior walls close to the cave. Water service will be totally new from service vault throughout unit. Electric will be totally new at interior; at exterior service lines from power poles to be raised to a minimum of 8'-0" above grade. Work to comply with CBC 2010 Building Code and related Mechanical, Plumbing and Electric Codes. C Clothes poles shown on plan are new, replacing demolished out -of - plumb poles. All other clothes poles are to remain. All poles are to be fitted with new lines, attachments and turnbuckles -- see Detail 45 on Sheet A704, Existing ' poles are painted with lead based paint. Prepare H for. new paint following HAZMAT protocols as described in Project ' manual, Then prime and paint according to Specification Section 09 90 00 . There are 3 poles per building as a general rule. The total number should be verified by the Contractor. D Protect all Utility poles, security cameras on utility poles, maintenance buildings and Building on Staff Drive. Protect trees and Iommunity other landscape g during construction. Repair or replant landscaping damaged by ne� construction with like materials. E See Appendix A, Specification Section 02 05 50 Demolition, for minimum conc;!ete to be removed at residential parking pads. These plans take precedence as, due to the location and need, concrete, removal may exceed that listed in Appendix A. All existing sidewalks and stoops at residential units will be removed. At accessible residential units, the front porches will also be removed. I. F See Appendix A, Specification Section 02 05 50 Demolition for a list of lead-based plaint contaminated front porch posts to be removed. These Bs, Cs, Calt, Da posts occur at and Fs plan types only. G All wood bollards to be removed. On Authority Drive and Sussex Avenue and in he Rose Garden there are approximately 259 bollards. On the portion of Booth Drive that may be included in Phase 1 there are approximately 1 bollards. Contractor to verify The H.A. retains the first right of refusal on all heavy chain. H All new concre a to have control joints as shown, as described in Keynotes and/o to minimize in -field cracking -- see Detail 11.1 on I Where concretla is poured around existing utility vault, re -set vault as needed to be level with new concrete LTto _J F'� I f . NEW SITE PLAN KEYNOTES Mark Keynote I I New concrete filled bollard at each parking space or as otherwise shown on plane: When at existing concrete, drill for new footing. See Detail 9, Sheet A004 2 Portion or all of existin concrete parking ad to remain 3 Trash enclosure-- typical all units. See Detail A, Sheet A012 -- configuration of enclosures varies: 2 sides, 3 sides or grouped together 4 Replace portion of existing parking pad or pour new parking pad. For typical tie-in be existing and new concrete, see Detail 5, A701. 5 Existing patio to remain 6 Set new 6x6 post. See Detail 1, Sheet A701 for standard units; see Detail 2, A701 for accessible units (all accessible units to have newly poured front patios) 7 INOT USED 8 Install area drain and under-flatwork drain pipe at enclosed plant area. See Specification Section 32 90 00 9 New flatwork at accessible unit. See Vignette 4, Sheet A022 10 — ividing line between existi ig building and addition 11 Community Playground ,12 Line of existing- hedge 13 Water line stub 'out for new—drinking fountain at playground maw x 0 Z Ul < `. < 1) � T_ ., _C , 01-20.2a4t, AR�yiT PATRICIA ARNA o. C14558 N. 02/2015 9TFOF CPQ-�FO� 1492 Lj Type F's PERMIT# BUTTE COUNTY DEVELOPMENT SER Go U R, -i� REVIEWED FOR ---' CODE O PLIANCE DATy�� BY %� C/✓ n e`rr> 14 r O q) CW Q U n �1 F� O O O I�I U O 41 N U i i N H . 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