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Home My WebLink About03-30000036 .' ENCROACHMENT PERMIT CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT 1501 TRUXTUN AVE BAKERSFIELD CA 93301 (661) 326-3724 TO THE CITY ENGINEER OF THE CITY OF BAKERSFIELD CALIFORNIA: Pursuant to the provisions of Chapter 12.20 of the Bakersfield Municipal Code, the undersigned applies for a permit to place, erect, use and maintain an encroachment on public property or right of way as therein defined, Application Number , ,03-30000036 Date 12/01/03 pin number , . , , , , ,683736 Property Address , . , 2216 17TH ST Application description PW - ENCROACHMENT PERMIT Owner Contractor ST PAULS EPISCOPAL PARISH BAK 2216 17TH ST BAKERSFIELD CA 93301 UHALT CONST CO 524 NO STINE RD BAKERSFIELD (805) 322-7777 CA 93309 ------------------------------------------------------------------------ Permit , , , , . Additional desc , phone Access Code Permit Fee , , , Issue Date , . , ENCROACHMENT PERMIT 155721 150,00 12/01/03 valuation o Qty Unit Charge Per 1,00 150,0000 EA PW ENCROACHMENT Extension 150.00 ---------------------------------------------------------------------------- Special Notes and Comments GARDEN WALL Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 150,00 150.00 .00 ,00 Grand Total 150,00 150.00 ,00 ,00 ity Engineer, pursuant to the Bakersfield Municipal Code Chapter 12.20 to revoke the ~a~y{j~l I HEREBY CERTIFY THAT I HAVE MADE AN INVESTIGATION OF THE FACfS STATED IN THE FOREGOING APPLICATION AND FIND THAT THE MAINTENANCE OF SAID ENCROACHMENT (1) Wll..L (NOT) SUBST ANTIALL Y INTERFERE WITH THE USE OF THE PLACE WHERE THE SAME IS TO BE LOCATED AND (2) Wll..L (NOT) CONSTITUTE A HAZARD TO PERSONS USING S ID PUBLIC PLACE; SAID APPLICATION IS THEREFORE (GRANTED) (DENIED). Said permit shall expire on date sta above, ~ Signature of City Engineer Additional Terms on the Back Applicant agrees that if this application is granted, applicant shall indemnify, defend, and hold harmless CITY, its officers, agents and employees against any and all liability, claims, actions, causes of action or demands whatsoever against them, or any of them, before administrative or judicial tribunals of any kind whatsoever, arising out of, connected with, or caused by applicant, or in any way arising from, the terms and provisions of this permit or the placement, use (by applicant or any other person or entity) or maintenance of said encroachment, whether or not caused in part by a party indemnified hereunder, except for CITY's sole active negligence or willful misconduct, The applicant further agrees to maintain the aforesaid encroachment during the life of the said encroachment or until such time that this permit is revoked. Applicant further agrees that upon the expiration of the permit for which this application is made, if granted, or upon revocation thereof by the City Engineer, applicant will at his own cost and expense remove the same from the public property or right of way where the same is located, and restore said public property or right of way to the condition as nearly as that in which it was before the placing, erection, maintenance or existence of said encroachment, . Applicant further agrees to obtain and keep all liability insurance required by the City Engineer in full force and effect for however long the encroachment remains. Applicant shall furnish the City Risk Manager with a certificate of issuance evidencing sufficient coverage for bodily injury or property damage liability of both and required endorsements evidencing the insurance required. I have read and acknowledge the above, _Applicant's Initials - .--'-- /,c ,/ :i .. ~ . - BAKERSFIELD PUBLIC WORKS DEPARTMENT MEMORANDUM d-~~. 8~I'l--t /'J V . ~ TO: Pat Flaherty, Risk Manager '" ,\ / ~, ' ,1 ,-.- -, ~ v: :,' {'!} ( FROM: Marian P. Shaw, Civil Engineer IV, Subdivisions DATE: December 15, 2003 SUBJECT: Encroachment Permit Application for 2216 11h Street. St. Paul's Episcopal Church 6' concrete block and wrought iron wall at back of sidewalk. Please review the insurance certificate with the attached encroachment permit and return to me at your earliest convenience, S:\PERMITS\ENCROACH\INSURANC\2216 17th Street.doc 03 ,. 3~ ~ I U3Q~~d-'"L[~~~~~tp-,!~1~~~~_~__'~~_~~, :~'==-~, ~~:~__ ~~_-~=_-:,=::=-='~,_ ':~___= ~:-:==__--~~~:'_-=:~__-:=::---=-:._,-~:-:::_::::=-._ __:___-=:-=~g~_!J I From: To: Date: Subject: Patrick Flaherty Robert Wilson Tuesday, December 30, 2003 9:40:03 AM 5t Paul's insurance ok DATE (MM/DDIYYYY) 11/21/2003 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. '. DA"I::"\..AL.U'+ " ACORDT", CERTIFICATE OF, LIABILITY INSURANCE PRODUCER The Church Inswanoe Company of V.rmont P.O. Box 300 Montpellec. VT 06001 INSURED St Pauls Church 2216 17th St Bakersfield, CA 93301-3605 INSURERS AFFORDING COVERAG --- INSURER A: Church Ins Co of V nt "/' INSURER B: INSURER C: INSURER D: INSURER E: fVoo\lYI V COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED, NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS, I~i': ~~~~ POLICY NUMBER P~i-.J.~Y EFFECTIVE P~k!f: EXPIRATION LIMITS A GENERAL LIABILITY [,// X COMMERCIALGENERALLlABI~ VMT 08 0 0018716 I CLAIMS MADE 0 o{CUR 8/1/2003 EACH OCCURRENCE $ 8/1/2004 ~~~~~~s Ea occurence) .....' $ MED EXP (Anyone person) $ PERSONAL & ADV INJURY $ GENERAL AGGREGATE S PRODUCTS. COMP/OP AGG S COMBINED SINGLE LIMIT S (Ea accident) BODILY INJURY S (Per person) BODILY INJURY S (Per accident) PROPERTY DAMAGE S (Per accident) AUTO ONLY - EA ACCIDENT S OTHER THAN EA ACC S AUTO ONLY: AGG S EACH OCCURRENCE S AGGREGATE S S S s I WC STATU'~ I 10TH. TORY L1MIT~ ER E,L, EACH ACCIDENT $ E,L. DISEASE. EA EMPLOYEE $ E.L DISEASE. POLICY LIMIT S - - GEN'L AGGRE~E LIMIT AP~S PER: I POLICY I I P,~,QT I I LOC ~TOMOBILE LIABILITY f-- ANY AUTO ALL OWNED AUTOS I-- f-- SCHEDULED AUTOS t '.'.~' v 2 ~~, 2CD3 I-- HIRED AUTOS ,....).\ '.; ...".. I-- NON.OWNED AUTOS I-- GARAGE LIABILITY R ANY AUTO ~ESS/UMBRELLA LIABILITY -1 OCCUR D CLAIMS MADE I DEDUCTIBLE ~ RETENTION S WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETORlPARTNERlEXECUTIVE OFFICER/MEMBER EXCLUDED? If yes, describe under SPECIAL PROVISIONS below OTHER 1,OOO,OOC 200,OO( 12,50( 1,OOO,OO( 5,000,000 1,000,000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES I EXCLUSIONS ADDED BY ENDORSEMENT I SPECIAL PROVISIONS All operations of the named insured, including The City of Bakersfield, its mayor, council, officers, agents, employees & volunteers are named as additional insureds. ' ~D /' CANCELLATION I SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELL~RE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER W1L~M~ '1..!L..).. DAYS WRlTIEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, B / /' , CERTIFICATE HOLDER The City of Bakersfield 1501 Truxton Ave Bakersfield, CA 93301- v/ ~ -, C" AUTHORIZED RE ~,T~ __,'} -+ - ACORD 25 (2001/08) @ACORD CORPORATION 1988 '-.. 'i't ~~,.,-- ~ . - BAKERSFIELD PUBLIC WORKS DEPARTMENT MEMORANDUM TO: Ryan Starbuck, Civil Engineer III FROM: Marian p, Shaw, Civil Engineer IV, Subdivisions DATE: December 15, 2003 SUBJECT: Encroachment Permit Application for 2216 1rh Street. St. Paul's Episcopal Church 6' concrete block and wrought iron wall at back of sidewalk, Please review the attached encroachment permit and return to me at your earliest convenience, (~/t"7ltJJ (J.~. a-4-' (~P- S:\PERMITS\ENCROACH\TRAFFIC\2216 17th Street.doc .' 4 . - BAKERSFIELD PUBLIC WORKS DEPARTMENT MEMORANDUM TO: Raul M, Rojas, Public Works Director FROM: Marian p, Shaw, Civil Engineer IV, Subdivisions DATE: December 30, 2003 SUBJECT: Encroachment Permit Application for 6' concrete and wrought iron wall. Sf. Paul's Episcopal Church 221617'h Street Engineering and Traffic staff has reviewed the attached encroachment permit to allow the installation of 6' concrete and wrought iron wall. The site is located at 2216 17th Street. The applicant has provided proof of appropriate insurance coverage to Risk Management, and has provided signatures of all immediate neighbors stating that they have no objection to the proposed construction, Based on their review, staff recommends approval of the permit. S:\PERMITS\ENCROACH\03-04 Permits\2216 17th Street.doc .J I 2 3 4 5 I 6 7 8 I 9 10 ABBREVIA TIONS PROJECT DATA .~> DRA WING INDEX ' , K occUP ANCY: None (outdoors) K Architectura I iot! AB ANCHOR BOLT LA LATEX PAINT CONSTRUCllON TYPE: Not Applicable G1.01 TITLE SHEET, ABBREVlA llONS, NOTES AC ASPHALTIC CONCRETE LP LAMINATED PLASTIC (J, AG AGGREGATE ,At01 SITE PLAN AL ALUMINUM MAS MASONRY A 1.02, PLAN AN ANODIZED MAT MATERIAL A3.01 ) ELEVATIONS J AR ARCHITECTURAL MAX MAXIMUM A4,01 ' SECllONS, DETAILS AT ACOUSTIC TILE MB MACHINE BOLT MFR MANUFACTURER A4,02 DETAILS BL BLOCK, BLOCKING MIN MINIMUM BOT BOTTOM MT METAL THRESHOLD MTL METAL H H C CARPET (CARPET TILE) CAB CABINET NIC NOT IN CONTRACT CB CHALKBOARD NO NUMBER CEM CEMENT NTS NOT TO SCALE CLG CEILING 0 CLR CLEAR. CLEARANCE 01 OVER G CMU CONCRETE MASONRY UNIT OC ON CENTER G COL COLUMN 00 OUTSIDE DIAMETER CONC CONCRETE CONT CONTINUOUS PC PORTLAND CEMENT CT CERAMIC TILE PL PLASTER W. EDWARD BlOCKLEY AlA ARCHITECT CV COVED PLY PLYWOOD 1508 EIGHTEENTH STREET .308 PT POINT F BAKERSFIELD CALIFORNA 93301 F DBL DOUBLE PVC POLY VINYL CHLORIDE PHONE 661 322-9373 FAX 661 322-9375 DET DETAIL SAINT PAULS OF DRINKING FOUNTAIN RAG RETURN AIR GRILLE EPISCOP AL PARISH , 2216 17th STREET DIM DIMENSION RB RUBBER BASE " BAKERSFIELD CA ON DOWN REG REGISTER "- \.. E RM ROOM E ME~ORIAL GARDEN , EN ENAMEL RO ROUGH OPENING .:....... '". EX EXISTING " EXT EXTER lOR SH SHELF '., SHT SHEET NOTES TITLE PAGE " FD FLOOR DRAIN S 1M SIMILAR FEC FIRE EXTINGUISHER CAB SPEC SPECIFICATION DRAWINGS, SPECIFICAllONS AND CONTRACT D F~, FINISH FLOOR SO SQUARE REQUIREMENTS ARE COMPLEMENTARY TO ONE ANOTHER. D FIN FINISH SS STAINLESS STEEL '''- FL FLUORESCENT STD STANDARD APPARENT CONFLICTS, AND PROPOSED CHANGES TO FLR FLOOR STL STEEL FOB FACE OF BLOCK SV SHEET VINYL THE WORK SHALL BE BROUGHT TO THE ATTENTION OF ~ FOC FACE OF CONCRETE THE ARCHITECT, IN ACCORDANCE WITH CONTRACT '. FOS FACE OF STUD TB TACKBOARD PROVISIONS, c FT FOOT, FEET TEMP TEMPERED c ~I FTG FOOTING THK THICK, THICKNESS PROVISION FOR STRUCTURAL, MECHANICAL AND TR TRANSPARENT ELECTRICAL WORK IS INTEGRAL TO THIS PROJECT. NO GA GAUGE TT T-BAR & ACOUSTIC PANELS ALLOWANCE WILL BE MADE FOR COORDINATION OF THIS GAL GALVANIZED TYP TYPICAL WORK WITHIN THE SCOPE OF THIS PROJECT, GB GYPSUM BOARD B GL GLASS UON UNLESS OTHERWISE NOTED OWNER MAY RETAIN OTHER ENTIllES TO PERFORM WORK B PROJECT: 02SP159 /t,t APPLICABLE CODES: SEPARATE FROM WORK OF THIS CONTRACT. COOPERATE FILE: 02SP159\259T01A . ~\ HB HOSE BIBB VT VINYL TILE CALIFORNIA BUILDING CODE WITH ANY SUCH ENllTIES, TO PERMIT UNIMPEDED VW VINYL WALLCOVERING SCALE: HC HANDICAP UMC PROGRESS OF ALL WORK UNDERTAKEN BY THE OWNER, HM HOLLOW STEEL UPC PRINTED: 11-18-03 '1.1 ~"l HT HEIGHT WI WITH CALIFORNIA FIRE CODE SUSPECTED ASBESTOS MATERIALS SHALL BE BROUGHT DRA\\l'l: WEB A HVA HEAT, VENT. AIC WD WOOD TITLE 24 BUILDING STANDARDS TO THE ATTENTION OF THE OWNER PRIOR TO A 4-30-03 WP WATERPROOF ( INGl DATE: DISTURBING SAME. DRA'MNG: INT INTEGRAL Gl,Ql "I 2 3 4 5 6 7 8 9 10 ---- ---------- '.... '\ oJ, ,1<1 --3 2 3 4 5 6 T' 8 9 " ',"" ~ K .. J l J 4 J b I ~ H EXISllNG' PARKWAY REMAlN~ EXISllN IRRIGA 1l0N REMAIN EXISllN SIDEWALK REMAINS G I- UJ UJ, 0::: I- Cf) cCI F E 14'- , / PROJECT AREA EXISllNG ALLEY re~ \., , -- -- -- -- - --?}iT. '" :1(' + + + + ;/~ , T>>> - , + + + + , '" + + + + + + + + EXISTING B~ILDINGS ~ "- + + + + ~. ~: . . . . . . ',' . . . . . /, I I + + + + - + + + + ~ . . . + + + + "., . . . ~ + t + + + + + + , '1' . . . . . , + + + + . . . + + + + ~ ,/ L I 0" +fr 244'-9" l ~-- ~") 1 - -- -- -- -- T ~ " I I I I ~ 10 K l J H I- UJ UJ 0:::' I- Cf) U G '. W. EDWARD BlOCKLEY AlA ARCH ITECT 1508 BGHTEENTH STREET '308 BAKERSFIELD CALIFORNA 93301 PHOi'I' 661 322'9373 FAX 661 322'9375 F 14'-0" SAINT PAULS EPISCOPAL PARISH 2216 17th STREET "BAKERSFIELD CA E MEM?RIAL GARDEN b I ~ SITE PLAN 17th STREET t- o 0 "' r '\ ,- c c SITE PLAN ~ B B PROJECT: 02SP159 FlLE: 02SP 159\259S108 SCALE: 1" = 40' PRINTED: 11-18-03 DRAVtN: WEB OJ A A DATE: 11-18-03 DRA'MNG: Gl. 01 I 2 3 4 5 6 7 8 9 10 ~ ., .., (,..~, '-:-...) .J K ,) J H G F E o c B ~., A "I J L 1 2 3 5" '_811 3'_411 1'-8" ....., l ill I . ,t = '______"" ,oj 4'-8" 10'-0" TO CL OF ALLEY "- = IF: -,-~'- I_I_~~L , _L ,- - _L ,- - _L ,- - _L ,- - ,_L ~~~-=-:-=-I-=-~ _1_ _1_ _'-_ 1_ _1_ _I__L _1_ _1_ _L_ 1_ _1_ _I__L _1_ _1_ _L_ L _1_ _I__L _1_ _1_ _L_ I I I L r- D 1_.J_...J_~ ...1_...1_--'__ 1_...1_..J_-'_ ...1_..1_--'_ _...1_..J_-'_ _...1_...1_..J__ _..1_..J_-'_ _...1_...1_..J__ _...1_...1_--'_ .J_-.l_...J~ ~ ~ ~ ,'=cl 1- _I _1_1 :=~1 I_~I_ _I__L ;~:~:~:~:~:~~ , , L 7'-4" 6'-10" , , L I__I__L_L _I__I_~L_ , , , I ILL _I__L_'-_ I__L_'-_L , , , 1- _I -,- , , , , L 1_ _1_ _L_L _I__I__L_ 1_ _1_ _I__L _1__'- _L_ 1_ _1_ _L_L _1-_'-_L_ 1_ _1_ _I__L _1-_'-_L_ 1_ _1_ _I__L , , L _I_I_I--'::=L= I__'-_'-_L _I__'-_L_ I__'-_L_L _I__I__L_ I__'-_L_L _I__I__L_ 1_ _L_L _ L _1_ _L _ L _ I ILL '=::~ ~ '-_L _1- _ 1__'- CI:C c '- _1_ _ _ L 1__'- L_L , L CI:CI:C':C _I__I__L_ 1_ _1_ _I__L _1__'- _L_ I__'-_'-_L _I__'-_L_ I__I__'-_L _L_L_L_ I__'-_I__L _L _L _ L 1_ _L_L _ L _I__I__L_ I__L_L_L _I__I__L_ 1_ _L_L _ L _I__'-_L_ I__L_L_L _I__L_L_ 1_ _L_L _ L _I__L _L_ 1__1 L L _I__L_L_ I__L_L_L _I__L_L_ I__L_L_L _I__L_L_ I__L_L_L _I__L_L_ I__L_L_L _I__L_L_ I__L_L_L _1_ L L _1__'- _L_ :~:~:~::S> ,~-- I_I_I__L~L _I__L_L_ L,=C: L 1 L L L _'-_L_L_ 1 L L L I__L_L_L _L_L_L_ I__L_L_L _'-_L_L_ 1__L_L_1. _'-_L_L_ I__L_L_L _L_L_L_ I__L_L_L _I__L_L_ 1_ L L L I__L_L_L _I__L_L_ '-_L_L_L I ~L~L_ 14'-4" ;- I Lo L L L_L_1._L L L L _L_L_L_ L_L_L_L _L_L_L_ '-_L_1._L _L_L_L_ L_L_1._1. _L_L_L_ L_L_1._1. _L_L_L_ L_L_L_1. 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EDWARD BLOCKLEY AlA ARCHITECT 1501\ 8GHTEENTH STREET '308 F BAKERSFIELD CAUFalt>lA 93301 b PHQI\E 661 322-9373 FAX 661 322-9375 I SAINT PAULS ~ EPISCOPAL PARISH 2216 17th STREET BAKERSFIELD CA E MEMORIAL GARDEN z$ PLAN 0 DEMOLITION NOTES: LOCA TE, ISOLATE, AND RECONFIGURE IRRIGATION , CIRCUIT(S) SERVING THIS AREA, TIE INTO AND EXTEND ONE CIRCUIT TO PROVIDE 5 BUBBLER HEADS TO IRRIGATE (EX) PODOCARPUS TO REMAIN " AND CONNECT NEW SHRUB SPRAY HEADS AT c 8' O,C, ALONG WEST SHRUB BED INTERCEPT (EX) 1/2" CO, AT BUILDING ENTRANCE, TIE NEW CO, FOR CLOCK, FOUNTAIN AND LIGHT TO THIS CIRCUIT, PULLING 2 #12 THHN + GROUND TO THE NEW CLOCK. REMOVE (EX) GROUND MOUNT LIGHT FIXTURES, CO, AND WIRING, B PROJECT: 02SP159 GRUB AND STRIP ALL VEGETATION FROM PROJECT AREA 02SP159\259Pl0A EXISTING PLANTlNGS TO REMAIN SHALL BE PROTECTED AND FILE: ADEQUA TEL Y WATERED THROUGHOUT COURSE OF SCAlE: 1 8" = 1'-0" PRINTED: 11-18-03 DRA~: WEB A DATE: 11-18-03 DRAWING: A1.02 8 9 10 ,. ,i), : t- ., .1 -.l ,"" I ''-''''' 7 8 9 10 5 6 3 4 2 K H dob do~ , dob ,~O~ NEW WAll PACK IIthonlo DDD~-'~~~ WFl2 7011 HPW 120 PE OSS MOUNT AT +10' 1/'r' CO, DDD DDD DDD DDD, _ TORK liME S'MTCH WI CONCRETE GARDEN WAll LOCKING NElIA 3 ENCLOSURE WI 'MlOUGHT IRON GATE [ 1/'r' PVC SCH 40 CO, TO DDD DDD DDD DDD I~ FOUNTAIN OUltET AND 1/'r' PVC SCH 40 CO. TO (E) CIRCUIT INSIDE / BlDG. (SEE PlAN) FUlURE MElIORIAL ~ PlAQUE GRANITE SURFACED NICHES BY CHRISTY ADD GRANITE TOP AND FACED BENCH~ ~ - // " SEE DETAIL F7/A4,02 - ,- :.-I ~~~ 'I II ;; ;;;;; ;;; t I I ~ -=- -=- -=- -=- J I II I '... ..J -1 - G F Partial West Elevation E GARDEN WAll SEE DET, 01, A5, E5/A4,01 o West Exterior Wall Elevation c 'MlQUGHT IRON GATES wI CANE BOLT AND PADLOCK HASPS I B 1IIII1111111 oAJNClION BOX IN WAll wI CO, SlUB TO FOUNTAIN CAST BOX AND AllOY CO~R RATED FOR OUTOOOR SERlllCE ROSETTE OUAlREFOlL FQUNTAlN 1236 -fWQ 8'-0" t III~~-~~"'~" 1'-6" RADlUS A South Exterior Eleva tion North Exterior Eleva tion North Interior Eleva tion I 8 9 10 ' 5 3 4 6 7 2 K H G W. EDWARD BlOCKLEY AlA ARCHITECT F 1505 EIGHTEENTH STREET '308 BAKERSFIELD CAL~ORNA 93301 PHONE 661 322-9373 FAX 661 322'9375 SAINT PAULS EPISCOP AL PARISH 2218 17th STREET BAKERSFIELD CA " E\ MEMORIAL GARDEN ELEV A tlQNS o c B PROJECT: 02SP 159 FILE: 02SP159\259El0B SCALE: PRINlED: DRAWN: WEB 4-30-03 A DAlE: DRAWING: A3.01 " ....., 5 6 8 9 10 .J 2 3 4 " K K :. . (I J J 2 #4 VERT "'\, IN PILASTER PRECAST CONCRETE CAP EQ 9'-6" EQ CAST IN PLACE CONCRETE H H PILASTER 3X3X,25" WELD PLATE CAST IN PLACE CONCRETE EMBEDDED IN WALL PILASTER /10'-8" RADIUS N "- b #4 @ 24" E,W, - I I '.- (0 G G EXTEND TOP OF FOOTING .. \"-. TO LEVEL OF (E) WALK " TROWEL SMOOTH CD ... N I W, EDWARD BLOCKLEY AlA ;r, \ (E) SIDEWALK "- ARCHITECT ~ 1= EIGHTEENTH STREET '3oe, I F BAKERSFIELD CAlIFORNA 93301 N PHOfE 661 322'9373 FAX 661 322-9375 F SAINT PAULS EPISCOP AL PARISH 2216 17th STREET . ,~AKERSFIELD CA b E MEt",(ORIAL GARDEN E . ". . . I 3" CLEAR=t:= ", \ ES CONTINUOUS SECTIONS, DETAILS 2'-0" VERT BARS W/ HORIZ, HOOK AL TERNA TE DIRECTIONS 2X2Xl/4" 0 0 ... D1 " .. '. C C " CONCRETE PAVEMENT BRICK PAVERS NOMINAL 1" THICKNESS SET IN MORTAR BED 2" RECESS FOR PAVERS B PROJECT: 02SP159 B 5/8" X 5/8" VERT TUBING 02SP159\259X01A F1LE: W/ BALL TIPPED END CAPS 1/2" = 1'-0" @ 5" O,C, SCALE: ,. .) PRINTED: 11-18-03 LOCA TE BOTTOM OF PICKETS 1" ABOVE CONCRETE WALL DRA~: WEB ,,;, A DATE: 4-30-03 (~ A DRAWING: A1 AS A4.01 I 4 5 6 7 8 9 10 2 3 I)J' ..' .J :~; l' (. .1 ,..~.. 2 3 Notes and Specifications K J GENERAL These drawings and their contents ore and remain the property of W, Edward Blockley AlA, Architect, whether or not the project for which they are mode is executed, They are not to be used by any persons on other projects or extensions to this project without express agreement and appropriate compensation to the Architect. The Contractor and all subcontractors ore responsible for verification of 011 dimensions and conditions indicated on these drawings, Any discrepancies shall be made known to the Owner and Architect prior to commencing work, H These drawings are intended for use in a negotiated construction contract. Therefore, these drawings do not specifically detail nor indicate specific finishes, finish materials, fixture models, hardware, and certain other information necessary to complete the project, G The Contractor sholl provide samples, cut sheets and other information to the Owner, or the Owner's representative as required to assist the Owner in making material, finish, and fixture selections, For the purpose of estimating, the Contractor shall use the materials selected by the Owner, or in the absence of a selection, the Contractor shall provide an allowance in the bid, ond shall state the amount of the allowance as a separate line item in the proposal. F No guarantee for construction quality is implied or intended by the architectural documents. The Contractor assumes full responsibility for quality of construction and for any deficiencies that arise from defective materials and/or workmanship, including but not limited to deviations from information contained in these drawings, E All work shall conform to the applicable building regulations, including: the Uniform Building Code (UBC), Uniform Mechanical Code (UMC), Uniform Plumbing Code (UPC), Notional Electrical Code (NEC), Title 24 California Code of Regulations, City of Bakersfield building and zoning regulations, applicable national standards including ASTM, ANSI, ACI, and APA, o STRUCTURAL OBSERVATIONS: Provide 24 hours advance notice to the Architect for structural observation of the following items: Footing excavations and reinforcing steel placement prior to concrete placement, Framing hardware installation and plywood sheathing, prior to covering the work, DRAWING NOTES: c All dimensions toke precedence over scaled measures, Dimensions ore to face of framing, unless the extension line is a dot-dash line, The dot-dash line indicates a dimension to the center of framing line. Other conditions may be noted as they occur on the drawings. B SITE NOTES: Provide adequate means for collecting and directing surface and subsurface waters to the street gutter, storm sewer system, or other approved drainage system. A Utility service companies sholl be contacted prior to start of construction to determine location of services, connections and other conditions that their regulations impose on this project, Maximum slope of cut or fill: 5070 Grading sholl not direct runoff onto adjacent properties, I 2 3 4 5 6 Finish grade shall slope away from building on all sides at 270 minimum rate for 0 distance of at least 10 feet. SITE CLEARING Protect existing improvements indicated to remain in place, Restore damaged improvements to their original condition, as acceptable to property owners, Protect existing trees and other vegetation indicated to remain in place against unnecessary damage by cutting breaking, skinning or smothering of roots, trunks and branches of trees during construction. Locations for existing improvements are approximate; determine exact locations before commencing Work. Remove trees, shrubs, grass, and other vegetation, improvements, or obstructions, as required. Remove similar items elsewhere as specifically indicated. Tree removal includes stumps and roots. Remove heavy growths of grass before stripping topsoil. Stockpile topsoil in storage piles for use in landscaping, Remove above and below-grade improvements as indicated, Remove waste materials and or excess topsoil from property. EARTHWORK Protect structures, utilities, pavements, etc, from damage caused by earthwork operations. Excavate to indicated elevations and dimensions + 0,10 foot. Do not disturb bottom of excavation, Trim bottoms to required lines and grades to leave solid base to receive other work. Excavate surfaces under walks and pavements to indicated cross sections, elevations, and grades. Under structures, building slabs, steps, and pavements, " compact the top 12 inches below subgrade and each layer of ,\ backfill or fill material at 90 percent maximum dry density. I Under lawn or unpaved areas, compact the top 6 inches below subgrade and each layer of backfill or fill material at 90 percent maximum dry density, ASPHALT CONCRETE PAVING Provide plant-mixed, hot-laid asphalt-aggregate mixture complying with ASTM 0 3515. Place hot-mixed asphalt mixture at minimum temperature of 225 deg F, Check surface after breakdown rolling and repair by filling, if required. Continue rolling until roller marks are eliminated and course has attained 95 percent laboratory density. Minimum Slope: 1/4 inch per foot. + 3/16 inch per 10 feet. PORTLAND CEMENT CONCRETE PAVING Compressive Strength (28-Day): 2500 psi. Max, Water-Cement Ratio: 0.54" Slump Limit at Point of Placement: 3 inches, 4 , 5 6 \ >',,, "- " 7'\.., ~ (EX) POURED IN~CE CONCRETE WALL GROUT 8 9 '" \ "'- PRECAST CONCRETE NICHES W/ GRANITE SLAB SIDES, TOPS, ~ EDGE TRIM, AND SHUTTERS ANCHORAGE PER CHRISTY STANDARD DETAILS COLD JOINT 1,5" GROUT SPACE 3" GRANITE BENCH 3/4" GRANITE FACING EXISTING GRADE TOP OF PAVING F7 " ~ Co.! ' o .I 2'-0" Minimum Slope: 1/8 inch per foot, +1/8 inch in 10 feet, Comply with requirements and with ASTM C 94. 10 CONCRETE FOOTING 2 #4 HORIZ, CONTINUOUS '" VERT BARS W/ HORIZ. HOOK AL TERN A TE DIRECTIONS " '\. "- "'- Provide medium broom finish where not otherwise indicated, Cure concrete by moisture curing for 7 days or curing compound, CAST IN PLACE CONCRETE Reinforcing Bars: ASTM A 615, Grode 40, deformed, Portland Cement: ASTM C 150, Type II, Aggregates: ASTM C 33 Sand Cushion: Clean, manufactured or natural sand. Vapor Retarder: Polyethylene sheet not less than 8 mils thick, 250o-psi, 28-day strength; water-cement ratio, 0.54 maximum. Slump Limits: Not less than 1 inch and not more than 3 inches. Comply with requirements of ASTM C 94, Trowel finish exposed slab surfaces, Cure concrete by moisture curing for 7 days or curing compound. 7 8 9 K J H G W, EDWARD BLOCKLEY AlA ARCH ITECT F ISOB EIGHTEENTH STREET 'JQIl BAKERSFIELD CALlFORNA 9JJOI PHOI\E 661 J22-9J7J FAX 661 J22-9J75 \, SAINT PAULS EPISCOP AL PARISH 2216 17th STREET BAKERSFIELD CA " E to.4Et0.4~RIAL GARDEN "- \ "'-, SECTIONS, DE-rAILS " """ o '\ c ~ '"" B PROJECT: 02SP159 FILE: 02SP159\259X02 SCALE: PRINTED: 11-18-03 DRA\\N: WEB A DATE: 4-29-03 DRA'MNG: A4.02 10