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I / <br />I <br />I <br />I <br />/ <br />I� <br />/I <br />/ <br />/I <br />I I <br />I I <br />I I <br />I I <br />I I <br />I I <br />I I <br />I I <br />I I <br />I I <br />I I <br />I I <br />/ I <br />� I <br />/ I <br />/ I <br />/ I <br />/ I <br />/ I <br />i <br />/ I <br />� I <br />i <br />� n <br />i <br />i � I <br />D <br />< I <br />5D <br />I <br />I <br />I <br />i <br />i <br />\ — — — — — — — — - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —— <br />`� Pine Street / <br />\ i <br />\ I <br />\ I <br />2 <br />A002 <br />9 <br />L1 <br />S W1A <br />SEC. 8 <br />FOUND #5 REBAR <br />W/ 1-1/2" ALUM CAP MKD. <br />"FLATIRONS SURV LS 16406" <br />FLUSH W/ GROUND LEVEL. <br />M. <br />3.00' <br />Ld <br />N <br />(D <br />O <br />0 <br />0 <br />Z <br />FOUND NAIL W/ 1" <br />BRASS DISK MKD. <br />WC 3 FLATSURV LS <br />16406" FLUSH W/ CONC. <br />00 <br />N112 <br />WD 14 <br />FENCE I <br />a o WD o <br />+I FENCE{ <br />`AA <br />(125.00'—PLAT) <br />S89048'23"E 125.53' <br />S112 <br />14 <br />Vp ��,� N <br />WD <br />FENCE <br />WD <br />FENCE <br />0 <br />LJ <br />U <br />Z <br />w <br />!:,A <br />FOUND #5 REBAR W/ <br />1-1/2" ALUM CAP MKD. <br />"FLATIRONS SURV LS 16406" — <br />FLUSH W/ GROUND LEVEL. <br />15' <br />W <br />O <br />CONC WALK <br />CONC10 <br />l <br />68O <br />t12.0' EMOE o CLP CONC WALK <br />(� <br />:CV <br />191' <br />2.rN <br />WD <br />o .J <br />J <br />0 a <br />o' <br />' Q <br />' LL1 <br />OE <br />GM 1 STORY FRAME <br />FENCE <br />_ <br />%� a <br />a 0 <br />. <br />RESIDENCE / ao ' o of <br />of <br />a <br />z <br />It <br />a/ W/ BASEMENT c v' GATE <br />t11.8' <br />Ny J 3 <br />04 <br />t83.8' <br />(0 Q <br />' <br />WD <br />�/7.0' 'GATE CONC �12.3 <br />N ' <br />NPS <br />O <br />t12.5' <br />22.3' BLDG <br />Z <br />CONC t0.4'E. <br />COVERED <br />PORCHONC . WALK 12 1 STORY d <br />FRAME <br />O <br />N <br />NOTE: FRAME <br />GARAGE <br />EAST OF LINE <br />WD oSri FENCE GARAGE N N 6' 11 <br />WALK W/ S SPAN <br />60' � +I W/ STEPS 15' <br />CONC LNFS WCS 12.3 <br />P <br />BLDG t0.3'E. <br />WALL NPS <br />CO_�FH.. :N89'48'23"W 125.53'4.. NFS <br />C C�q G . . <br />SSA'. <br />(125.00'—PLAT) <br />CONC WALK <br />C&G <br />(60' ROW) <br />OE ASPHALT <br />PINE STREET <br />OF 0 <br />O p <br />cD �D <br />I I <br />N <br />SCALE: 1 "=20' <br />LEGEND <br />C&G <br />CURB AND GUTTER <br />CC <br />CURB CUT <br />CLP <br />CLOTHES LINE POST <br />CONC <br />CONCRETE <br />EM <br />ELECTRIC METER <br />FH <br />FIRE HYDRANT <br />GA <br />GUY ANCHOR <br />GM <br />GAS METER <br />LP <br />LIGHT POLE <br />NFS <br />MONUMENT NOT FOUND OR SET <br />NPS <br />NO PARKING SIGN <br />ROW <br />RIGHT—OF—WAY <br />WCS <br />WATER CURB STOP <br />WD <br />WOOD <br />OE <br />OVERHEAD ELECTRIC LINE <br />T <br />TELEPHONE/TELECOM LINE <br />LEGAL DESCRIPTION CERTIFICATION DEFINED <br />LOT 12 AND LOT 13 AND THE SOUTH 1/2 OF LOT 14, BLOCK 8, LOUISVILLE HEIGHTS, CITY OF LOUISVILLE, COUNTY OF BOULDER, STATE <br />OF COLORADO, ACCORDING TO THE RECORDED PLAT THEREOF. THE USE OF THE WORDS "CERTIFY" AND/OR "CERTIFICATION" BY A REGISTERED PROFESSIONAL LAND SURVEYOR CONSTITUTES AN <br />EXPRESSION OF PROFESSIONAL OPINION REGARDING THE FACTS AND FINDINGS WHICH ARE THE SUBJECT OF THE CERTIFICATION; WAS <br />PERFORMED BY OR UNDER THE REGISTERED PROFESSIONAL LAND SURVEYOR IN RESPONSIBLE CHARGE; IS BASED ON THE PROFESSIONAL <br />STREET ADDRESS <br />STREET <br />PINE STREET LAND SURVEYOR'S KNOWLEDGE, INFORMATION, AND BELIEF; IS IN ACCORDANCE WITH APPLICABLE STANDARDS OF PRACTICE; AND DOES <br />301 NOT CONSTITUTE A GUARANTY OR WARRANTY, EITHER EXPRESSED OR IMPLIED. (RULE 1.6.B.2 OF THE RULES AND REGULATIONS OF <br />LOUISVILLE CO, 80027 ARCHITECTS, PROFESSIONAL ENGINEERS, AND PROFESSIONAL LAND SURVEYORS) <br />NOTES <br />1. EASEMENTS OF RECORD ARE SHOWN FROM THE RECORDED PLAT OF LOUISVILLE HEIGHTS. NO ADDITION RESEARCH DONE. IMPROVEMENT LOCATION CERTIFICATE <br />2. WE RECOMMEND THAT A LAND SURVEY PLAT BE COMPLETED TO DETERMINE THE TRUE RELATIONSHIP BETWEEN PROPERTY I HEREBY CERTIFY THAT THIS IMPROVEMENT LOCATION CERTIFICATE WAS PREPARED FOR C. EUGENE HENDERSON THAT IT IS NOT A LAND <br />BOUNDARIES AND IMPROVEMENTS, PARTICULARLY IF ANY IMPROVEMENTS ARE LOCATED NEAR ANY APPARENT PROPERTY BOUNDARIES OR SURVEY PLAT OR IMPROVEMENT SURVEY PLAT, AND THAT IT IS NOT TO BE RELIED UPON FOR THE ESTABLISHMENT OF FENCE, BUILDING, <br />IF ANY APPARENT ENCROACHMENTS EXIST. OR OTHER FUTURE IMPROVEMENT LINES. I FURTHER CERTIFY THAT THE IMPROVEMENTS ON THE ABOVE DESCRIBED PARCEL, ON THIS <br />NOTICE: THIS IMPROVEMENT LOCATION CERTIFICATE IS NOT A LAND SURVEY PLAT AS SET FORTH IN CRS 38-51-102(12) OR AN <br />IMPROVEMENT SURVEY PLAT AS SET FORTH IN CRS 38-51-102(9), NOR DOES IT ESTABLISH PROPERTY BOUNDARIES OR THE TRUE <br />RELATIONSHIP OF IMPROVEMENTS TO THEM. IMPROVEMENTS ARE GENERALLY SITUATED AS SHOWN AND ONLY APPARENT IMPROVEMENTS <br />AND ENCROACHMENTS ARE NOTED. IT IS PREPARED FOR THE SOLE PURPOSE OF THE PARTIES STATED HEREON. CIVILARTS, INC. AND <br />FRANK N. DREXEL, WILL NOT BE LIABLE FOR MORE THAN THE COST OF THIS IMPROVEMENT LOCATION CERTIFICATE AND THEN ONLY TO <br />THE CLIENT SPECIFICALLY SHOWN HEREON. THE CERTIFICATION OF THIS SURVEY SHALL NOT AND DOES NOT EXTEND TO THIRD PARTIES. <br />ACCEPTANCE AND/OR USE OF THIS INSTRUMENT FOR ANY PURPOSE CONSTITUTES AGREEMENT BY ALL PARTIES TO ALL TERMS STATED <br />HEREON. <br />DATE, SEPTEMBER 23, 2021, EXCEPT UTILITY CONNECTIONS, ARE ENTIRELY WITHIN THE BOUNDARIES OF THE PARCEL, EXCEPT AS SHOWN, <br />THAT THERE ARE NO ENCROACHMENTS UPON THE DESCRIBED PREMISES BY IMPROVEMENTS ON ANY ADJOINING PREMISES, EXCEPT AS <br />INDICATED, AND THA,Tfiffilifil/0 APPARENT EVIDENCE OR SIGN OF ANY EASEMENT CROSSING OR BURDENING ANY PART OF SAID <br />EP PARCEL, EXCT ///j/ <br />O�P� <br />VD•'•. <br />FRANK N D� L• <br />COLORADO Gj b. 24305 <br />i •' J ENGINEERING .: 1500 Kansas Ave., Suite 2-E <br />DATE: OCTC1�QP�11/'.�021 •• •��eR��10.: 1616-0Cflv <br />PLANNING Longmont,C080501 <br />/� SURVEYING :: P303.682.1131 <br />''''' 414 L n n nNo`````` V V L F 303.682.1149 <br />Site Plan - Existing Conditions <br />SCALE:1/8" = V-0" <br />0 4' 8' 16, <br />21 <br />Dodd —Studio <br />Architecture + <br />Community Design <br />303.827.5186 <br />buffy@dodd-studio.com <br />Henderson <br />Residence <br />301 Pine Street <br />Louisville, CO 80027 <br />Project Number: 1907 <br />Drawings and Specifications as instruments <br />of service are and shall remain the property <br />of the Architect. They are not to be used on <br />extensions of the project, or other projects, <br />except by agreement in writing and <br />appropriate compensation to the Architect. <br />The General Contractor is responsible for <br />confirming and correlating dimensions at <br />the job site. The Architect will not be <br />responsible for construction means, <br />methods, techniques, sequences, or <br />procedures, or for safety precautions and <br />programs in connection with the project. <br />© Dodd -Studio <br />Building Permit <br />ISSUED: <br />ISP/Existing Site Plan <br />A002 <br />Printed: 12/21 /21 <br />